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Home My WebLink About820218_CORRESPONDENCE_20171231NORTH CAROLINA Department of Environmental Qua L-FA iLg=a Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Matt Butler Pig Nursery Matt Butler 1218 Belvoir School Road Clinton, NC 28328 (910) 590-7484 03-31-2008 This plan has been developed by: Greer Moore Clear Run Fa�ins Consulting Services PO Box 338 ; Harrell , ,�C 28444 (910) 4493' Dave per 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. Signature (owner) -b Date -w"s" Signature (manager or producer) Date This plan meets the minimum standa,�s and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Coioservation Commission. Flan Approved By: Technical Specialist Si jute ------------------------ -------------------------------- 424491 Database Version 3.1 Date Printed: 03-31-2008 Cover Page I RECEIVED 1 DENR I DWQ AQUIF9 R-pRnTFr.T10N .RFC110N APR 0 6 2009 is applied in accordance with this plan will be supplied from the g source(s): imercial Fertilizer is not included in this plan. S5 Swine Nursery Lagoon Liquid waste generated 1,069,600 gals/year by a 5,600 animal Swine Nursery Lagoon Liquid operation. This production facility has waste stoTic capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 2464 Incorporated 4231 Injected 4659 Irrigated 2678 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 8,729.01 3,486,723 -2,417,123 Year 2 9,441.09 3,771,157 -2,701,557 -- N- ote: In so-urce-'I D-,- S--means- - - -- standard - - source, U means - user - - - defined- - - - - - source.- ----- ----------------- 424491 Database Version 3.1 Date Printed: 03-31-2008 Source Page 1 of I The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where avai fable. Planned Crops Summary Tract Field Total Acres [Useable Acres Leaching Index (U) Soil Series Crop Sequence RYE 11045 PI 4.07 4.07 NIA WaV= Small Grain Ovasced 1.0 Tons Hybrid Bermudapass I m me 5.5 Toas 11045 P2 3.4 3.42 NIA Wagram Small Grain Ovaseed 1.0 Toms Hybrid Ber-udagrass Pasture 5.5 Toni 11045 P3 4.30 4.30 N/A W Small Grain Ove+seed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 11045 P4 2.071 2.07 NIA Wag= Small Grain Ovcrseed 1.0 Tons Hybrid Bamudapass Pashm 5.5 Tous 11647 NEI 2.03 2.03 NIA Wagram Small Grain Ovaseed 1.0 Toas Hybrid Bermudagass Pasture 5.5 Tani 11647 NE2 4.2$ 4.28 NIA Wagram Smell Grain Overwed 1.0 Tons Hybrid Bamudagrass Pashue 5.S Tarts 11647 NE3 3.87 3.87 N/A W Small Grain Overseed 1.0 Tars Hybrid Bamudagrass Pasture 5.5 Tans 11647 NE4 0.89 0.88 N/A WaWam Small Grain Overseed 1.0 Tons Hybrid Bermudagass Pasture S.S Tams 3I65 1 25.8 19.35 NIA Aunyvilk Com Grain 85 bu Wheat, Grain 45 ba Saybcarm Manumd, Double Crop 25 bu. PLAN TOTALS: 50.73 44.28 LI Porential Leachin Technical Guidance 2 Low potential to contribute to soluble Norte utrimt leaching below the root zone. >- 2 & Moderate potential to contribute to Nutrient Management (590) should be planned. �- 10 soluble nutrient leaching below the root zu ne. High potential to contribute to soluble Nutrient Management (590) should be planned. other conservation practices that nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency > 10 should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Lang -Term No -Till (778), and edg"f field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 4 � t 4n 1 rl-0.1- ] 1 n s. %n t /inne Waste Utilization "fable Year 2 Tract Field Source M I Soil Series Total Acres Use. Acres Crup RYE Apple, period Nitrogen PA Nutrient RegV (lbs1A) Comm. Fert, Nutrient Applied (lbs/A) Res. (IbslA) Appbc. Method Manure PA Nutrient Applied (lbs(A) Liquid ManumA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N IOOD gel/A Tons 1000 gals tons 11045 PI S5 Wagram 4.07 4.07 Small Grain Overseed LO Tons 1011-3/31 50 0 0 brig. 50 19.97 0. 81.35 0.04 11045 PI SS agmm 4,07 4.07 Hybrid Bermudagress Pasture 53 Tons 3/1.9/30 0206 0 0 Irrig. 206 92.2 0, 335.15 0.04 11045 P2 SS Wagram 3.42 3.42 Small Grain Overseed 1.01'ons 10/1.3/31 50 0 1 0 brig 1 5 19.97 0. 68.34 0.01 11045 P2 S5 Wagram 3.42 3.42 Hybrid Bwnudagrass Pasture 5.5 Tans 3/1-9130 202 0 0 brig. 1 202 90.69 DO 276.11 0.01 11045 P3 SS Wagram 4.30 4.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0, 85.98 0.01 11045 P3 S5 Wagram 4.30 4.30 Hybrid Bermudagrass Pasture 5.5'1'ons 311-950 202 0 0 Irrig, 202 80.69 0. 347.36 0.01 11045 P4 SS agram 2.07 2.07 Small Grain Overseed 1.0'rons 10/1-3/31 50 0 0 brig. 5 19.97 0. 41.30 0.04 11045 P4 S5 Wagmm 2.07 2.07 Hybrid Bermuda nw Pasture 5.5 Tuns 311-9/30 202 0 0 Irrig. 202 80.69 0.0 166,86 OX" 11647 NE1 SS kagram 2.03 2.03 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. sc 19.97 0. 40,561 O.a 11647 NE1 SS Wagram 2.03 2.03 Hybrid Bermudagrass Pasture 5.5 Tons 311-9/30 202 0 0 brig. 202 80.6 0.0 163.99 0.01 11647 NE2 SS Wogram 4.28 4.28 Small Grain Overseed I.O Tims 10/1-3131 50 0 0 brig. 50 19.97 0. 85.52 0.Ot 11647 NE2 SS Wag= 4.28 4.28 Hybrid Barnudagrass Pasture 5.5 '1'rrns 3/1-9/30 202 0 0 irrig. 202 80.69 0. 345.50 0.04 11647 NO S5 Wagrarn 3.87 3.87 Small Grain Oventeed 1.0 Tons 1011-3/31 SO 0 0 Irrig. 50 19.97 0. 77.21 0.01 11647 NE3 SS Wagrarn 3.87 3.87 Hybrid Bamudagrass Pasture 5.5 Tons 311-9130 202 0 0 brig. 202 80.69 00 311.94 0.04 11647 NE4 SS Wagrarn 0.99 0.88 Small Grain Overseed 1.01'ons 10/1-3/31 50 0 0 Inig, 50 19.97 0. 17.64 O.N 11647 NE4 S5 Wagram 0.88 0.88 Hybrid Bermudagrass Pasture 5.5 '1'ims 3/1.9130 202 0 0 Irrig. 202 80.69 0.00 71.25 0.01 3165 1 SS Autryville 25.80 19.33 Wheat, Gmin 45 bu. 9/14/30 104 0 0 Irtig. 62 24.93 O,OC 482.30 00 3165 1 SS Autryville 25,80T 19.35 Soybeans, Manumd, Double Crop 25 bu. 411-9/15 100 0 p Tirrig, i00 39.94 0. 772.92 0.01 424491 Database Version 3.1 Date Printed: 3/31/2008 WUT Page 3 oi' 4 Waste Utilization Table Vear 7 Tract Field 1 Source ID Soil Series Total Aces Use. Aries Crop RYE Applic period Nitrogen PA Nutrient Regti (Ibs1A) Cantu. Fert. Nutrient Applied (16a/A) Res. (11rs1A) Appiic Mettiod Manure PA Nutrient Applied {1bslA) Liquid ManumA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N low SWIA Toms 1000 gals tons Total Applied.. 1000 gallons 3,771.16 Total Produced, 1000 gallons 1,069.E Balance, 1000 gallons -2,701.5 Total Applied, tons O.Oi Total Produced, tons 0.01 Balance, tons 0.04 Notes: I. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 424491 Database Version 3.1 Date Printed: 3/31/2008 W U T Page 4 or 4 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure + 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 order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table Year I Tract Field Source ID I Soil Series Toml Acres Use. Acres Crop RYE Apptic Period iirogtn PA Nutrient Req'd (lbs/A) Cann Fert. Nutrient Applied (ibs1A) Res. (ibs/A) Appfic Method Manure PA Nutrient Applied (Ibs/A) Liquid :ManumA pplicd (am) Solid Manure Applied (sue) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gwIA 'tons 1000 gals tons 11045 PI S5 Wagram 4.07 4.07 Small Grain Overseed LO Tons 10/1-3/31 SO 0 0 brig. 50 19.97 0.00 81.35 0.0r 11045 PI S5 wagrarn 4.07 4.07 Hybrid Bermudagms Pasture 5.5'rons 3/1-9/30 0206 0 0 brig. 2 $229 0.00 335.I5 O.Or 11045 P2 S5 Wagram 3.42 3.42 Small Grain Overseed 1.0'rons 10/1.3/31 50 0 0 lrrig, 5 19.97 O.00 69.34 0.01 11045 P2 SS Wagrarn 3.42 3.42 Hybrid Bermudagrass Pasture 5.5 'runs 311-9130 202 0 0 Irrig. 2 80, 0. 276.11 0.04 11045 P3 SS Wagram 4.30 4.30 Small GrainOverseed 1.0'rons 10/1-3/31 50 0 0 brig. S 19.97 0. 85.98 0.0t 11045 P3 SS agram 4.30 4.30 Hybrid Bermudagrass Pasture 5.5'rans 3/1-9130 202 0 0 brig. 202 80,6 0. 347.36 0.0( 11045 1 P4 85 Wapm 2.07 2.07 Small Grain Overseed 1.0 Tuns 10/1-3/31 50 0 0 Irrig 0 19.97 O,OC 41.30 0.04 11045 P4 S5 wagrarn 2,07 2.07 Hybrid Bermudagram Pasture 5.5 'Pons 3/1-9/30 202 0 0 Irrig. 202 80.69 0.00 166.96 0.01 11647 NEI S5 Was = 2.03 2.03 Small Grain Overseed I,0'rons 1011-3/31 50 0 0 Irrig. 5 19,971 0. 40.561 ON 11647 NEI S5 kgmm 2.03 2.03 Hybrid Bermudagnus Pasture 5.5 Tons 311-9/30 202 0 0 Irrig, 20 80.69 0. 163.88 O.Ot 11647 NE2 SS kavm 4.28 4.29 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 lrris. 5 19.97 0. 85.52 0.O1 11647 NE2 SS kagram 4.29 4.28 Hybrid Bermudagmss Pasture 5.5 Tons 311-9/30 202 0 0 Irrig. 202 90.69 0, 345.50 0.01 11647 NE3 SS Wagram 3.87 3.87 Small Grain Ovcrsced 1.0'runs 10/1-3131 50 0 0 brig. 50 19.97 00 77.21 0.04 11647 NE3 SS Wagram 3.87 3.87 Hybrid Bermudagress Pasture 5.5 Tans 3/1-9/30 202 0 0 brig. 202 90.69 00 311.94 0.04 11647 NE4 SS Wagrarn 0.88 0.88 Small Grain Ovemeed 1.O Tons 1011-3131 50 0 0 Irrig. 501 19.97 0. 17.64 O.OI 1 t647 NE4 S5 Wagtanr 0.88 0.88 Hybrid Bermudagrass Pasture 5.5 Tans 3/1-9/30 202 0 0 Irrig. 202 80. 00 71.25 0,01 424491 Database Version 3.1 Date Printed: 3/31/20O8 WUT Page I of 4 Waste vimatton ianie Year I Tract Field Source 0 Soil Series Toial Axes Use. Acres Crop RYE Applic. Period itrogca PA Nutrient RegV 0bs1A) Comm. Fert. Nutrient Applied Obs1A) Rcs. ONIA) Applie. Method Mature PA Nutrient Applied (lbs1A) Liquid Manu pphod (acre) Solid matum Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gWIA Toms 1000 gals tons 3165 1 S5 utryville 25.80 19.35 Corn, Grain 85 bu. 2/15-6130 104 0 20 Irrig. 84 33.55 0.00 649.25 0.01 3165 1 S5 Autryville 25.80 19.35 Wheat. Grain 45 bu. 9/1-4/30 104 0 0 1 Irrig 4 16.62 0.00 321.53 0.01 Total Applied, 1000 gallons 3,486,7 Total Produced, 1000 gallons 1,069.60 Balance, IODO gallons -2,417.1 Total Applied, tons 0.01 Total Produced, tans 0.01 Balance, tons 0.01 Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol' means user entered data. 424491 Database Version 3.1 Date Printed: 3/31/2008 WUT Page 2 of 4 The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour -that maybe 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 hate (incheslhoar) Application Amount (inches) 11045 PI Wagram 0.60 1.0 11045 P2 Wagram 0.60 1.0 11045 P3 Wagram 0.60 1.0 11045 P4 Wagram 0.60 1.0 11647 NEI Wagram 0.60 1.0 11647 NE2 Wagratn 0.60 1.0 11647 NE3 Wagram 0.60 1.0 11647 NE4 Wagram 0.60 1.0 3165 1 lAutryville 0.60 1.0 49A An 1 Tl_a..t ^1 I T>-.- Tv_:- A ') M 9 tWW%Q T A C Ti-__ I ..r I The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application .- rates shown in the second column_ Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gallac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Nursery Lagoon Sludge - Standard Com 120 bu 150 13.16 14.25 29.51 42.76 Nay 6 ton R.Y.E. 300 26.32 7.13 14.25 21.39 Soybean 40 bu 160 14.04 13.36 26-73 40.09 ---------------------- -------------------------------------------------------------------- 424491 Database Version 3.1 Date Printed: 03-31-2008 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available Waste Starave Canacitv Source Name Swine Nurseg La Mon Liquid Des' o Storer a Ca aei s Start Date 9/ 1 180 Plan Year Month Available Storage Capacity (Days) • 1 1 130 1 2 180 1 3 180 1 4 180 1 5 I80 1 6 180 t 7 ISO 1 8 180 1 9 180 1 10 180 1 11 180 1 12 180 2 1 180 2 2 I80 2 3 180 2 4 I80 2 5 180 2 6 180 2 7 ISO 2 8 ISO 2 9 ISO 2 10 190 2 11 180 2 12 166 * Available Storage Capacity is calculated as of the end of each month. --------------------- -- - - -- - - -- - - - ----------------------- - -- --g — - - - -- 424491 Database Version 3.1 Date Printed: 03-31-200$ CapacityPage 1 of I i r f L hY dtF �r F '� � � � lti•5F�' !� I i SL r ' t' ,.°�1i� a+ K ti i ��{j Ft'�.ri rJ f{� � ,�: .y �., w, r �� 1,l � 1•Sj �� k'3�.� ��}5'�f�r� Irjt -r �1 � ��,tk r' t � �€} Y w �•;3{ fi.el y 'cr !Ur� Z l I t1' I �i �� t ;•. a "'fit y � .a��. �. Y�r^ 1 � jL .61 F h� r+; • ,F i ", -•, n, i . I•. � •.I, I } ��,�I� r.: , � . y`.0 �� r r� r� 4 r' ' x�. � a !,5� g " ",A,rii r" r'. �} � tF, £ .. :�,; u� +N _� - r �§,. ' F�� 1:. `'.�:x i�ii��. �f.f I ,irS. ,rt. '- ` •i ilra�l l'L �h�w,/ !.L Y -w''S t J • y�'J�.�'p� E g§.'l�r+i' 'S.'J �}. 3 F .,ly: i, l a..•'�j,+s, j �..' �.�q,p r �kr A � 7'. r�.a f { l '�t �- O :`F+ ,,y, fk�!rr�� 1�-'/ lr ' Y2.. - .....'\. _�. } 'L M1 y, • Y! �'n`4 11" , ' .� . ,t:- 'tit 'R...t�.}i..n!.R' " �] l .04.1 ?. � .C„ rrf y` QCt • i .L 1 7 I a... t nL f aIlk � •f Y., .f, : � f . t�.: •J r wi-• .i _ ._ ,. ; CIE x n _ ., t'� :• F,`f ��5,'-f� A _1 ', �stx• ` :1 { ? :L, '. '�!" f'ai i f�..; �F �•- t J , i�` �,,yy fy ".i•': -,.-a '= A?'ter .�' +.�� .�:;ts �• 'N CAWMP WE'rfAIILE ACIUF, COMPUTATIONAL WOIUKSHEEF 1. Fann Number (Identification) )7Z " d? 1Y Field Number (ldentification) 2. Irrigation System Designation Existing Irrigation System New / Expanded Irrigation System 3. Type of Irrigation System Stationary Sprinkler/G„K — Hard -I lose Traveler Center Pivot Linear -move System 4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers Number of Travel Lanes # Interior Lanes �_ # Exterior Lanes 5. Wetted Diameter d? v [feet] From field data sheet 7 i a Length of pull [feet] G. Spacing / 9 )/ Lateral / Hydrant Spacing [feet] Z [as percentage of wetted diameter) Sprinkler spacing along lateral [feet] [as percentage of wetted diameter] 7. Sprinkler or Hydrant Layout ` Multiple Laterals/Hydrants Single Lateral/Hydrant Excessively spaced Sprinklers/llydrants 8. head the irrigated area per sprinkler/travel pull for the given welted diameter from the appropriate tabale and column based on pattern, spacing, and sprinkler/travel lane location. Stationary Sprinklers RECEIVED Acres per Interior sprinkler from 'fable Column WATE-P0I'At UYSECTiON Acres per Exterior sprirdder from Table Column APR 1 7 r,�, l c-U. Traveler: Interior hydrant (travel lane) Noroi (a) Acres start end of pull from Table _ rolunut �ha�a Parmi#t�� (b) Acres middle portion of pull (full Length 'feet] X Wetted Width . [feel]) 143,560 (c) Acres stop end of pull front 'fable Column Total acres for Interior pull (Sum: a + b + c) Traveler: Exterior hydrant (travel lane) _t<7 (a) Acres start end ofpull from fableCr !0 Column 3• s-r/ (b) Acres middle portion of pull {full Length Q S 6 Ifeet] X Wetted Widlh,� [feet])/ 43,560 (c) Acres stop end of pull from Table Column ,Total acres for Exterior pull (Sum: a + b + c) 9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls of cacti category in the field. Sum all of these and this is the total irrigated acreage for the field. (a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres (b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls — Acres a i 'Total Wettable Acre for field (Sum: 9a + 9b) Wettable Acre Computational Worksheet Completed by: _ .9,c� _ L c j� Dal o / CAWMP WK TABLE ACRE COMPUTATIONAL WORT{S13EET 1. Farm Number (Identification) i Field Number (Identification) )05-- 2. Irrigation System Designation _ Existing Irrigation System New / Expanded Irrigation System 3. Type of Irrigation System Stationary Sprinkler/G„K Hard-1 lose Traveler Center Pivot _ Linear -move System 4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers Number of Travel Lanes �i/ # Interior Lanes # Exterior Lanes 5. Wetted Diameter ,2 1/0 [feet] From held data sheet ?3 }� Length of pull [feet] G. Spacing Lateral / Hydrant Spacing [feet] _7 [as percentage of wetted diatnctcrl Sprinkler spacing along lateral [feet] [as percentage of wetted diameterl 7. Sprinkler or Hydrant Layout Multiple LateraWHydrants Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants 8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and colunun based on pattern, spacing, and sprinkler/travel lane location. Stationary Sprinklers Acres per Interior sprinkler from Table Column Acres per Exterior sprinkler from Table Column Traveler: Interior Hydrant (travel lane) , 1�2— (a) Acres start end of pull from 'fable E. 176 i_olunul 3 ,_" ys2-(b) Acres middle portion orpull (full Length 3 )"[feet] X Wetted Width. feet]) / 43,560 (c) Acres stop end of pull from Table Column 3..7`j2—Total acres for Interior pull (Suni: a + b + c) Traveler: Exterior Uydrant (travel lane) (a) Acres start end of pull from 'Fable Column (b) Acres middle portion or pull (full Length: [feet] X Wetted Width [reel])/ 43,560 (c) Acres stop end of pull from Table Column Total acres for Exterior pull (Sum: a + b + c) 9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls of cacln category in the field. Sum all of these and this is the total irrigated acreage for the field. (a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres (b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres 3. 3 9 2- 1Fotal Wettable Acre for field (Sum: 9a + 9b) Wettable Acre Computational Worksheet Completed by: _ .9A, ; Lc j' Date- o CAWMP WEYFAULE ACRE COMPUTATIONAL WORKSHEET 1. Fann Number (Identification) —,2/ Field Number (Identification) 2. Irrigation System Designation Existing Irrigation System New / Expanded Irrigation System 3. Type of Irrigation System Stationary Sprinkler/GyN Center Pivot �3 Hard -I lose Traveler Linear -move System 4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers Number of Travel Lanes # Interior Lanes �� # Exterior Lanes 5, Wetted Diameter LSD [feet] From field data sheet 73_3 r Length of pull [feel] G. Spacing Z Lateral / Hydrant Spacing [feel] �72-- [as percentage of wetted dianrcterl Sprinkler spacing along lateral [feet] [as percentage of wetted diarneterl 7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants Single Lateral/Hydrant Excessively spaced Sprinklers/Ilydrants 8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and colunui based on pattern, spacing, and spri:ikler/travel lane location. Stationary Spriuklers Acres per Interior sprinkler from 'fable Column Acres per Exterior sprinkler from Table Column Traveler: Interior Hydrant (travel lane) (a) Acres start end of pull from Table column (b) Acres middle portion of pull (full Length 'feet] X Wetted Width . [feel]) / 43,560 (c) Acres stop end of pull front 'fable Column Total acres for Interior pull (Suva: a + b + c) "Traveler: Exterior Hydrant (travel lane) . / 7 (a) Acres start end of pull from Tablet Colunin /3 3 ,-09 (b) Acres middle portion of pull (Pull Length 73)r[feet] X Wetted Widtlr.2,,8' [feet])/ 43,560 (c) Acres stop end of pull from Table Column _ �?T y 7p Total acres for Exterior Trull (Sum: a, + b + c) 9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by (lie number of sprinWers or pulls of each category in the field. Sum all of these and this is the total irrigated acreage for the Feld. (a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres (b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres Z. F-71 Total Wettable Acre for field (Sutu: 9a + 9b) Wettable Acre Computational Worksheet Completed by: r 2,fA, % Lc �� Date An f CAWMP WETTABLE ACRE COMPU'INFIONAL WORKSHEET l . Farm Number (Identification) 2. Irrigation System Designation 3. Type of Irrigation System Lr L - -2/,_ Field Number (Identification) Existing Irrigation System New / Expanded Irrigation System Stationary Sprinkler/G,,, Center Pivot Wal llard-hose 'Traveler Linear -move System 4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers Number of Travel Lanes # interior Lanes I_ # Exterior Lanes 5. Wetted Diameter e2 Yy [feet] From field data sheet 3f o Length of pull [feet] G. Spacing _ _ Lateral / Hydrant Spacing [feet] [as percentage of wetted diarneterl Sprinkler spacing along lateral [feet] [as percentage of wetted dianicterl 7. Sprinkler or Hydrant Layout - Multiple Laterals/Hydrants Single Lateral/Hydrant Excessively spaced Sprinlders/I-Iydrants B. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and colurui based on pattern, spacing, and sprinkler/travel lane location. Stationary Sprinklers Acres per Interior sprinkler from 'fable Column Acres per Exterior sprinkler from Table Column rraveler: Interior Hydrant (travel lane) (a) Acres start end of pull from 'fable _ Column (b) Acres middle portion of pull (full Length 'feet] X Wetted Width . [feel]) / 43,560 (c) Acres stop end of pull from Table Column Total acres for Interior pull (Sunr: a + b + c) Traveler. Exterior Hydrant (travel lane) L - (a) Acres start end of pull from 'fable b-Sa f Column -_-13.__ /. (z 7 (b) Acres middle portion of pull ?b; 9f- x-9 (full Lengt V-ro [feet] X Wetted WidtlV-.c)"—[reel])I 43,560 (c) Acres stop end of pull from Table Column .�7 Total acres for Exterior pull (Sum: a + b + c) 9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinkJers or pulls of cacli category in the field. Sum all of these and this is the total irrigated acreage for the field. (a) Acres per Interior Sprinkler or Pull X # Sprinklers or hulls = Acres (b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres .c x7 `total Wettable Acre for field (Sues: 9a + 9b) Wettable Acre Computational Worksheet Completed by: .9,c. R,% T Lc Y _ DateLl'.�---� - d� Michael F_ Easley, Governor William G. Ross h.. Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins Director Division of Water Quality August 11, 2008 Ryan Butler Matt Butler Farm 3690 The Ave Clinton, NC 28328 Subject: Sludge Compliance Requirement Change Dear Permittee: In accordance with Condition 1I1.19 of State General Permit AWG100000, your facility is required to maintain compliance regarding sludge accumulation in your animal waste treatment lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet of treatment depth between the designed stop pump and the average elevation of the top of the sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently modified. As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is now to be based on the sludge volume as a percentage of the total treatment volume. The revised Standard states that sludge accumulation in the permanent treatment zone must be less than 50% of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the sludge at the pump intake location. If either of these conditions is not met then sludge must be removed or managed in accordance with an approved Plan of Action for Lagoon Sludge Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and treatment volumes to determine compliance. Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s) may already be in compliance without any sludge removal. Using your lagoon design (or as - built information) and current sludge survey measurements, complete the NEW sludge survey worksheet. If you have any difficulty in locating or understanding your lagoon design information, please contact your technical specialist or county Soil & Water office - Not ,1otthCarolinaiura!!r� Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: (919) 733-3221 Internet: www.newaterquality.orc Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 An Equal Opportunity/Affirmative Action Employer- 500% Recycled110% Post Consumer Paper Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the information and notify you of our decision. NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 If you have any questions about the new sludge requirement, sludge survey worksheet, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733- 3221. Sincerely, Keith Larick, Supervisor Animal Feeding Operations Unit Enclosures cc (w/o enclosures): Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files - AWS820218 Ryan Matthew Butler Matt Butler Farm 1218 Belvoir School Road Clinton, NC 28328 Dear Ryan Matthew Butler: Michael F. Easley, Govemor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality July 11, 2001 �U, � 9 Subject: Certificate of Coverage No. AWS820218 Matt Butler Farm Animal Waste Management System Sampson County In accordance with your Request for Change of Ownership received on July 3, 2008, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ryan Matthew Butler, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG 100000. This approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CAWMP) for the Matt Butler Farm, located in Sampson County, with an animal capacity of no greater than an annual average of 5600 Wean to Feeder swine. If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows. The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void Certificate of Coverage Number AWS820218 dated October 1, 2004. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is. a package containing the new and revised forms used for record keeping and reporting. Please pay careful attention to the record keeping and monitoring conditions in this permit. If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Aquifer Protection Section 1636 Mail Service Center Intemet: www ncwatergu r Location: 2728 Capital Boulevard An Equal Opportunity/Affirmative Action Employer— 50% Recyded!10% Post Consumer Paper N9re Carr ina Nturaffy Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 Customer Service: (877) 623-6748 Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per 15A NCAC 02T .O1 l 1(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 beiween '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 Fayetteville Regional Office. The Regional Office Aquifer Protection staff may be reached at (910) 433-3300. 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, "I&,- . oe for Coleen H. Sullins Enclosures (General Permit AWG100000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Sampson County Health Department Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AWS820218 W A r�9pG co Billy Draughon Draughon Farm 3690 The Ave. Clinton NC 28328 Dear Billy Draughon: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources October 1, 2004 Alan W. Klimek, P. E., Director Division of Water Quality OCT 15 2004 DENR-FAYEi'TE111LLE REGIONAL OFFICE Subject: Certificate of Coverage No. AWS820218 Draughon Farm Swine Waste Collection, Treatment, Storage and Application System Sampson County On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill 733 (Session Law 2003-28). In accordance with your application received on February 11, 2003 and in -accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Billy Draughon, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. The issuance of this COC supercedes and terminates your previous COC Number AWS820218 which expires October 1, 2004. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Draughon Faun, located in Sampson County, with an animal capacity of no greater than an annual average of 5600 Wean to Feeder 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 September 30, 2009. 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. Since this is a revised State General Permit, it contains new requirements in addition to most of the conditions contained in the previous State General Permit. Enclosed for your revised forms used for record keeping and reporting and monitoring_ conditions in this permit. Aquifer Protection Section — Animal Feeding Operations Unit 1636 Mail Service Center, Raleigh, North Carolina 27699-1fi38 convenience is a package containing the new and Please pay careful attention to the record keeping Phone: 919-733-3221 1 FAX: 919-715-05881 Internet: h2o.enr.slate.nc.us An Equal Opportunity/Affirmative Action Employer —50% Recycledl10% Post Consumer Paper Nne orthCarolina naturally 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 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, storage pond, 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 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 Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact Duane Leith at (919) 715-6186. Sincerely, for Alan W. Klimek, P.E. Enclosures (General Permit AWG100000) cc: (Certificate of Coverage only for all cc's) Fayetteville Regional Office, Aquifer Protection Section Sampson County Health Department Sampson County Soil and Water Conservation District Permit File AWS820218 APS Central Files cQ AN223AL -WASTz 'HAZAGEMZHT PLAN CMRTIFICAT=oN FOR NS'A OR EZiANDED FMDLOTS -- Please return the ccmplated fors to the Division of 3avi_onmantal Manage:aaat at :he ade---ess on the roversa side of thin fors. Name of farm (Please print) . sZLL Y PR.414Gr4o/v Address: R690 T-HE Phone No.: 6 9 County: Me Farm location: Latitude and Longitude-aS 02 1 /X _O.L 3 (required) . Also, please attach a copy of a county road map with location identified. y_ ( y dairy, etc.) : ` T' oe of operation swine, -layer, *-� Design capacity (num=er of animals): - U Average size of oneration'(12 month population avg.): Average acreage needed for land application of waste (acres): '=aaaasaaas=aaaaaaaasaaaaa�a==ss=ass=aaaaavaa:=q�aaa=a====aa�aaaa===�==a=zaaa.a Technical Specialist Ca-t1ficatiou As a technical specialist designated by the North Carolina Soil and water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the fa= named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division. of �nvironr.►ental Management and the USDA -Soil Conservation Service anti/or the North Carolina Soil and Water Conservation Commission pursuant to ISA NC;-C 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria-:hava-been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); linens 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 a:olications; application rates; loading rates; and the control o- the discharge of pollutants from sto-mmwater runoff events less severe than the 25-year, 24-hour storm. Name of Technical Specialist {Please Print} Affiliation: L Address (Agency): 5• Phone No. J;L_T -� Signature: &6.4Date: a.. v.�.-=aa=se==aa=Dees=seas asaaaw�araaaaaaa3=ass=ssaaasa=��aa=a-�aaa�a.aaa ' Owaez/ZSaaager A�e�•••�„t 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 Drocedures. I (we) know that any additional expansion to the existing design .capacity of the waste treatment and storage system or corist-action of new facilities will recuire a new certification to be submitted to the Division of Znvironmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either 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 farm and at the office of the local Soil and Water Conservation District. _ %� n/ Name of Land Owner (Plea a Print) frGL C, 0,eA 06 e Signature: t Date: ;�i S Name of 2ianager, if different from owner (Please print) Signature: _ Date: t� �fQ: A change in land ownership requires notification or a new ceTt�cai i16,j � (if the approved plan is changed) to be submitted to the Division. of Environmental Management within 60 days of a title transfer. L 997+ L DEM USE ONL`I:AC=EvI � ` fL 5 e/` Grr�. G S 5 c�e _ CciU 3 �.-� � � cC]� �/ �^ I-�y��RG .Y� � ., ter,,.-�� UMUrC� State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director Billy Draughon Draughon Farm 3690 The Ave. Clinton NC 28328 Dear Mr. Draughon: [DEHNR April 3, 1997 RECEIVED OR 0 7 1997 FAYETT�LLE REG. a1; FiCE SUBJECT: Notice of Violation Designation of Operator in Charge :.: Draughon Farm Facility Number 82--218 Sampson County You were notified by letter dated November 12, 1996, that you were required to designate a certified animal waste management system operator as Operator in Charge for the subject facility by January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your facility. Our records indicate that this completed Form has not yet been returned to our office. For your convenience we are sending you another Operator in Charge Designation Form for your facility. Please return this completed Form to this office as soon as possible but in no case later than April 25, 1997. This office maintains a list of certified operators in your area if you need assistance in locating a certified operator. Please note that failure to designate an Operator in Charge of your animal waste management system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an appropriately certified operator is designated. Please be advised that nothing in this letter should be taken as absolving you of the responsibility and liability for any past or future violations for your failure to designate an appropriate Operator in Charge by January 1, 1997. If you have questions concerning this matter, please contact our Technical Assistance and Certification Group at (919)733-0026. Sincerely, for Steve W. Tedder, Chief Water Quality Section bb/awdeslet 1 cc: Fayetteville Regional Office Facility File . Enclosure P.O. Box 29535, -4K 4 FAX 919-733-2496 Raleigh, North Carolina 27626-0535 �fAn Equal Opportun'rfy/Affirmative Action Employer AW Telephone 919-733-7015 50% recycles/ 10% past -consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Non -Discharge Permit Application Form (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) General Permit - Existing Animal Waste Operations The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections that are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. 1. GENERAL INFORMATION: 1.1 Facility Name: Draughor. Farm _ w 1.2 Print Land Owner's name: Billy_Drang on 1.3 Mailing address: 3690 The Ave. City, State: Clinton NC Zip: 28328 Telephone Number (include area code): 910-564-2292 1.4 County where facility is located: Sampson 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 the east side of SR 1306 approx..3 miles north of intersection with SR 1318 northeast of Salembum NC. I.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): 1.8 Date Facility Originally Began Operation: 01/01/93 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 82 (county number); 218 (facility number). 2.2 Operation Description: Swine operation Wean to Feeder 5600- Certified Design Capacity Is the above information correct? W] Q yes; no. if no, correct below using the design capacity of the facility The "No. of Animals" should be the max m rn number for which the waste management structures were designed. Type of Swine No. of Animals Tyl!g of Poultgy No. of Animals Tyne 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 82 - 218 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): _ 34.00 Required Acreage (as listed in the AWMP): 11 2.4 Number of lagoons/ storage ponds (circle which is applicable): Z 2.5 Are subsurface drains present within 100' of any of the application fields? YES oSN (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES o(please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS tandards, etc.) (Swine Only) YES r NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? 46 r What was the date that this facility's land application areas were sited? 4 tvy If K 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. Applicants Initials 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP must include the following components. Some of these components may not have been required at the time the facility was certified but should be added to the CAWMP for permitting purposes: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g, irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP- 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic- 3.3.11 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted_ 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 3.3.16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. - FORM: AWO-G-E 5/28/98 Page 2 of 4 82 - 218 Facility Number: 82 - 218 Facility Name: Draughon Farm 4. I, (Land Owner's name listed in question 1.2), 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 returneMteW1=,p 4 n Signature 0 " Date 2 3 `!7 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 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 5/28/98 Page 3 of 4 82 - 218 WASTE UTILIZATION PLAN Dogwood Farms Wednesday, October 14, 1998 Producer: silly Draughon Farm Name: Billy Draughon Nursery The Avenue Rd Clinton,NC 2V28 Telephone # : (910) 564-2292 Type of Operation : wean to Feeder swine Number of Animals: 5600 pigs design capacity Application Method: irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface 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 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. Always apply waste based on the needs of the crop to be grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and avaialable water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste 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. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. Page 1 of 9 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5600 pigs X .4 tons waste/pigs/year = 2240 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5600 pigs-X .48 Ibs PANlpigslyear = 2688 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 suface application. TABLE 1 : ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES L13S AW APPLIC. DETERMINING PHASE CODE NIACRE NIACRE USED TIME 3190 P1 IWAGRAM M% I BH 5.51 275 0 4.13 1135.75 MAR-OCT 3190 P1 IWAGRAM 0-6% j SG 1 Sol 0 4.13 206.51 SEP-MAY 3190 P2 IWAGRAM 0.6% BH 5.5 275 0 4.13 1135,75 MAR-OCT 3190 P2 IWAGRAM 0-6% SG 1 1 50 0 4.13 206.51 SEP-MAY 3190 P3 WAGRAM M% BH 5.5 275 0 4.13 1135,751 MAR-OCT 3190 I - P3 IWAGRAM M%I SG 1 1 501 01 4.13 206.51 SEP-MAY TOTALS. 4026.75 -- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation NOTE. The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2of9 TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEAS (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) There are no Acres Leased 4 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals- * Indicates a Crop Rotation * Acreage figures may exceed total acreage in field 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 LBS NIUNIT BH I HYBRID BURMUDAGRASS-FLAY TONS 50 SG I SMALL GRAIN OVERSEEDED AC 50 Page 3 of 9 TOTALS FROM TABLES 1 AND ACRES LBS AW N USED TABLE 1 12-391 4,0271 TOTALS. 12.# 4,027 AMOUNT OF N PRODUCED. 2,688 —BALANCE -1,339 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres show in each of the preceeding 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. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 425.6 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization of waste water APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 1.7 feet of the top of the dike. If surface irrigation is the method of land application for this plan, it is the responsiblity 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 amounts of Nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. APPLICATION APPLICATION TRACT FIELD SOIL TYPE CROP RATE (in1hr) AMT (inches) 3190 -Pt, -P2, -P3 AGRAM 0-6% I SG 1 0.60 1 -1 3190 1 P1,PC- P3 IWAGRAM0-6% I BH 1 0.60 1 '1 1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page 4 of 9 NARRATIVE OF OPERATION Mr. Draughon will be applying on bermudagrass hay overseeded with a winter small grain, in the fall. To remain in compliance with this waste utilization plan all hay and small grain must be cut and bailed and removed from the fields. Page 5 of 9 PLANS & 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. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. 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, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 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" in the NRCS Technical Reference - Environment file 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 conditions conducive to odor or flies and to provide uniformity of application. 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. 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 a crop on bare soil. 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 Page 6 of 9 component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other that 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 landownwer. 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 discharge or by over -spraying. Animal waste may be applied to prior converted croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr 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 amd maintained. Soil and waste analysis records shall be kept Page 7 of 9 for five (5) 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 Department of Agriculture regulations. ' Liquid Systems Page 8 of 9 NAME OF FARM: Billy Draughon Nursery OWNER i MANAGER AGREEMENT I (we) understand and will follow and implement the specifications and the operation and maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization plan and a new certification to be submitted to DEM before the new animals are stocked. 1 (we) understand that I must own or have acces to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event_ I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF FACILITY OWNER: Billy Draughon SIGNATURE: DATE: NAME OF MANAGER (if different from owner): please print SIGNATURE: DATE: ��lLoa /R NAME OF TECHNICAL SPECIALIST: Bryan Spell AFFILIATION: Dogwood Farms, Inc. ADDRESS (AGENCY): P.O. Box 49 Clinton, NC 283290049 (910) 592-2104 SIGNATURE: G DATE: I Page 9 of 9 � ` � � 1 a � f .,r ..� : e �� ,- ' -• 1' - i � is jam+ 1 x��.5 .!': 3ti ram`,'• �� i -Y. � •fit.: - . S a: - � `- - - •. ` ,_ � - - -1 _ .• - - - r'- ,!►_ 5` �� -� -� y� - •j'� f III, - r1�M 4 7': �Y r �, • • c • . � , I^ +'•yid r � �"�.� N ,µ', y �`�• it 7�y�=f�f �ilrr, y�"�.. - . - _ .,' �'�� •i^ - �1..•. EMERGENCY ACTION PLAN PTHO E `UMBER S DWQ (4j 9) 73 -5[18 ENERGE\CY ti1.;,.ti ACE'va T SYSTEM (910) 592-8996 SWCD (910) 592-7963 CS (910) 592-7963 Psis plan will be irnvlemented in the event that wastes from your operation are leaking. overflowing, or iurmins off s,te. You should not wait until wastes reach sumac_ waters or leave vour property to consider that you have a probiem. You should make e:'ery of ort to ensure that this does not happen. This :Ian should be posted in an accessible Iocation for ail employees at cite iac.liiv.The tollowins are some acaon IteiIs you siio'ulo take. 1. Stco the release of wastes. Deoendine on the situation. this may or rnav not be possible. Suaces£ed responses'to some possible problems are listed below. A. Lasoon overflow -possible solutions are: a. Add soii to be.;n to increase elevation of darn. b. Pump wastes to Fields at an acceotabie rate. c- Stop all flows to the lagoon immediately. d. Call a pumping contractor. e.Iae sure no surface water is enter:na lagoon. B: Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incoraorate waste to reduce runoff. d. EvaIuate and eliminate the reason(s) that caused the r-anof>:. e. Evaluate the appiication rates for the fields %them runoff occurred. C: LeWlase from the waste Apes and sor_nk_'ers-ac%cn include: a. Stop rec�:cle purnp. b. Stop ir-,ig don pump. c. Close alp es to eliminate fur<ner aisc: ar� = d. Repair all leaks prior to rest_rtin�_ pumps_ ❑: Leak-ac_ Cramp lush yste ris. houses. solid secaratOr_-ac::on inc'.ude: a_ Scot] rec%-cle curnp- b. Stop irt,<_Ztion rump. C. NIA—e su7e no sic on oczurs. V. Si0I7 :il rlo%\'s in ii:L 1ioU�Z. i:Lsil =%stes. �'1, ;C;t� s�:sratOrS. S 6: Contact the technical specialist who ceritied the lagoon (`RCS, Consulting Engineer. e:c.) a. Name: b. Phone: is Implement procedures as advised by DWQ and technical assistance agencies to rectif-' the da=!e. repair the s•: stern, and rewusess the waste rnanagemenE plan to keep problems with release of was -Les from happening aCpin_ ' Swine Farm W»sUo N0aU0aKUoUncUVt Odor CmiAKoK Chow-&k`st U�n�x`m N� nN/^�*muo vva", -------\'--''------------ �^nouu" ° --' un�xwp"mwuwx Fl ----'--'-----'----------'-----`--'--'—'�'------- 9eCu|o&hmwxwowk:1hn1<1xx; F.1 Itecollimcalled best \voc|iccx; ' 0 Good hJgnuolmx1uxnmoil xoom — ----`------`--`---'---------------------- --|-'--/ -------------------------'---'--------'------------------^--------------'----'---'-----------'----'—'--'-------'— |\oom' [l Wo\uuu\nouu\over x)oUu\N.om; [l Feulemu\high uxlloryoU6N000; [l S:n1mImmure 1,oilth`y 0ou' Hh,mx; [V K"uyle/UIII Ill Ill ,c'unvvxlbx I Ish.I kIux\ImCU, ° |hd�|mkIohiol wrocmyu; ' FI I|mkxDonr vw8\hoifv` V,mi|ui.mmhmW [ox» ° Vo|oiUx&o�� [� Foxmo\uiumuc� |/om n u3{lciu'\xii,w`om/ocxi ' |--- --''-------------'-----------------------'---------------------------'--'------------- wk"v �m|^`�� ~ |)xa [V ' �—' ------' -- --�—� '— V��Jxhuvokc|wu:/!ym/\oo[ovh.`v\�� [V 1ecJxru^mm' ^ {I Feed delivery J..w/u|xml,xu/vlc`,Ill |,c.|.n w^vvm -H/' |'—^i'- '-- -----------------'---------'---------'------ . 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I WNII - IIAI. 11C.M I - Nwinc I:} lensiuo 111: Poll, Pomiticcls Asmic PI{':itI A1,+i1'mmmmic.aimc. I:I1+I0;% Focnr,inn J011 }l: - I liive+ubcl It. 191)(1, Ilogu .i Insect Control Cheddist for Ai final Operations tiooIt'c !'uuse DRIPS 44► ('411111ol II►SCIAS _......._----- l.it{nhl Syslcnts `------•------------_.__--- a�.__-_ } II1511 bullets • Accumulation of solids ❑ I:lush system is designell and ol,ewicd snlli6ctrtly to ren+ovc occult+ulatccd solid., flow r I;ullers as designed. n Itentovc wol;inb ofaccimmi lcll solids at discharge I.al;onos and Pils Clttsttal Solids CI Maintain lal;oolls, Settling basins and l,ils whcll lest Ilrcedinl; is altl+arcrtt it) minimize Ille clllstinl; of solids In II del,llt of no Thole 111;ItI 6 i K inches over more Than :10':b of sill fare. I'.►,resaivc VcUelativt: 1 itlnvlh FL'e11 Sllnal;e • Dallying vel;el;Ilion C{ tvlaintain vegallive coliltol ahml; llama of lal;000s and (tiller iml,ollnllments to 111evenl ;It:crlmulalion of tlecayilig vel;clalive nnlller alnnl; walci's etll;c nil irnl►onutllnenl's l,e►intctcl, 111 y Sysiemts • Fccd Spillage Fl Resign, oliciale aid ► aim;Iin let -it sysllans hnnkt:Is ancd uool;11%) to otinimit.e III(: accunotlalicm 111,11cc:aying w,Islage. n cican ip sl►m;tl;c on a tominc hasis (e.g., -1 - lli day imcl val dill iol; sumn►cl. 15-10 day 6111:1 v;11 Ilurillg wiutcr). • Accutmilmiotts of NO Icsidtius n Itecluce nm►istme acc.Inllulation within and — ~ around itollwiliate l,u ilm:tcr of Ii:cd slot altc areas by iustttinl; Ihainagt: away Mom rile ;minor I►tovidiol; adc(lnnit: conlailtlnt:Itl (e.l; covelcd I►ill fir 111c%vel's glaiu and simil;►I 11i1;11 nmistole grain I,II)III1 as). n Impect fur ;old irmovc or ImcA ty "croomfiticd Sidids in tiller suilts;uonrltd f►:ell slt,lage ns nl:edt:I I. Sill'. Sllet ilic PI m-lires �J ti1I1' - hlelvl'mher I I, 1111I(,, I'al;c } t Litt Il it ,,I till 11 tJ �t I.II .1 r' ��.i e41 ,1 •1 � � nl '• tl li li41 1• ql �" :I ,1 1� Al , . ;.t '',' •�., VI RI ,/ ! 1 'ICI ,1t f �, bl! .-, ��• ,1.. •:.1 v 'I� V tit, fit A) +, �1 , ,• tj hll ,1It I., �t �i 11 U, '11 1 7 ii, �•� f ; •t i •�► t r M1I .i - I 41 It CJ In [J tj l.1 'i� 41IOlp I1 I{1 AI 1 '11 Rf oil V Operator:Billy Draughon County: Sampson Date: 6/28/94 Distance to nearest residence (other than owner): 1200 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 0 head (finishing only) x 135 lbs. = 0 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 2800 head (wean to feeder) x 30 lbs. = 84000 lbs Describe other : 0 lbs Total Average Live Weight = 84000 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 84000 lbs. ALW x Treatment Volume (CF)/lb. ALW Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW Volume = 84000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION NOT COMPUTED AT OWNER'S Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS NEEDED. 4. TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 190.0 Inside top width (feet)---------------------- 140.0 Top of dike elevation (feet)----------------- 60.0 Bottom of lagoon elevation (feet)------------ 46.0 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 3.0 184.0 134.0 11.0 AREA OF TOP LENGTH * WIDTH 184.0 134.0 AREA OF BOTTOM LENGTH * WIDTH 118.0 68.0 24656 (AREA OF TOP) 8024 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 151.0 101.0 61004 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 24656.0 61004.0 8024.0 1.8 Total Designed Volume Available = 171754 CU. FT. 5.i T§MPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 190.0 140.0 26600.0 square feet Buildings (roof and lot watery 0.0 square feet Describe this area. TOTAL DA 26600.0 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 = 84000 lbs_ ALW/135 lbs ALW * 1.37 gal/day 180 days Volume = 153440 gals. or 20513.4 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system or excess water. 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 inches * DA / 12 inches per foot Volume = 15516.7 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 incises / 12 inches per foot + DA Volume = 15516.7 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A, 20513 cubic feet 5B. 0 cubic feet 5C. 15517 cubic feet 5D. 15517 cubic feet TOTAL 51547 cubic feet Temporary storage period____________________> Rainfall in excess of evaporation=====______> 25 year - 24 hour rainfall===_______________> Freeboard=====_______=______________________> Side Inside top Inside top Top of dike elevation_______________________> Bottom of lagoon elevation==================> Total required volume=====__________________> Actual design volume====____________________> Seasonal high watertable elevation (SHWT)===> Stop pumping Must be > or = to the SHWT elev.====______> Must be > or = to min. req. treatment el.=> 54.0 Required minimum treatment volume=====______> 84G00 Volume at stop pumping elevation=====_______> 107982 Start pumping elev.====_____________________> 58.0 Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr - 24 hr rainfall===> 156237 Volume at start pumping elevation=====______> 148040 Required volume to be pumped=====___________> 36030 180 days 7.0 inches 7.0 inches 1.0 feet 3.0 : 1 190.0 140.0 60.0 48.0 135547 171754 50.0 56.1 50.0 feet feet feet feet cu. ft. cu. ft. feet feet feet feet cu. ft. cu. ft. feet cu cu cu Actual volume to be pumped====______________> 40058 cu. Min. thickness of soil line when required==> 1.8 feet 7. DESIGNED BY: APPROVED BY: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: ft. ft. ft. ft. ♦ J• OPERATION AND MAINTENANCE PLAN ------------------------------ SHEET 1 OF 2 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 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 58.0 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 56.1 . This temporary storage, less 25 yr- 24 hr storm, contains 36030 cubic feet or 269504.7 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. B. 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. .1. 0 0 lit LO K lit Lu 11 Ul It ii It It 11 U. 'i; tlt li; Ul ill ILI J71 Zi cl (Yj r Al L1 I A C, i,'l .3 ID K.: 01 I.Al oi ul, Ill It TI 1:) '�7 , , < TIl it) ._j A al Ch. Qj ffj t Y:A 11 C 1A 10 U, 4] p 0 Lit Ill iI I T , C- 3 fd al Li ai ti- C. 4-01 m j rI`l (ki rl t r Ill _.c _P 4.1 11;.: _P LO I'd _'t W f1i I _10 ;1j A > 4> ft, w _j ;d (d e, p Ili q q 2 II c -, it 19 (11 ry _j ill /.t- C I E- I _5LIIyI CC �j ITI _.I91 LFI J1 'al < f-I Ill 111 -A 0 tf) C13 :1: 07 T IA C-1 C_ 0 u kJA IF .,4 Lit IAI > ;K u tit > -it f 7 Ij Ll CL A it, (LI Ili 1_3 I I I j I -I 4), ij! Lfi .:D LIP (ki ol a. I .:D rd t al Ili is u I A' rn Q! k"I 1"A (4- -1 Ili -- i . I _0 -A -1 1 Ill A 11 f7.1 17) j L: L 111 L nt P kit ird kel t--,j lk - J1 rrJ -r- C. W LO L7- Vj (U Lp (z L 4.t t kjJ -1 ill -J 41 H', L. ... ... ill ul V) IT.1 j7: 41 Lj- 3.7 Id ml I ut 131 QI Ilt III Ell 3; qIll t, e4. I1 -4- ':a• L-A I'j LA .171 Ij k-j .-:1 1,.j 4.1 r.f L t7l ILI ol W 4-1 0.1 ?11 CY U) ry r-F Q T1 > RI C71 1.0 IT$ •ice 4-1 ITI Z_,CA- OPERAT T ON AND MA1.NTENANr,E P! AN ------------------------------ s laor-lon s ties �A gneil for waste t-i-eat-ment (permarierit s1,Cira,:,e wi th m i ri i m u rn o d o c o In IV r o T h e t i m e r e q u i r e d f o r- t,11 e ar, n ed f I u i d e v e I 4-o b e re ac h e d ( P erman erst + terpricorp_--y stor ag e ) may vary due tr' I I us'n i r,'S oper at i on s arid the amount o f fresh water to t_-.L- added t,:, the system. Ti-le dezignsd i-S months templor-ary storage is an estimated voiume based on - 1) waste from animals; ----) excess rainfail after evaporatiori; arid 3) the iar.:test —'-7'4 hour (cIrie day) rainfall that occurs on the avE-,a,:,e of :trice every Z'5 years. The volume I-ff waste generated from a giver, riUMDer C�f anim-als wii! be fairly c0ristarit thrctu3hout the year andl frcm yea- t----1 year. Th i s eStiTna-te is based or, 7 iriches of e,�.,cecSs rairix1al I which is equal to or exceeds the hiqhest mczriths e.cess in a year. The average arinual E,cess rainfa! I i �:, approxirinately !:-:1 inches. Therefore, an averaoe of :3 inches of excess rainfal I w ;I I r, e e,4 t C. I ,Ie pumpe�J each year. T h e y L- a r r -a i n F a 1 1 w i I not be a f -a c t I. -I r- 'V c! c o r� s ;. d e r ;; n ari; artrtua; purnp 1 c c I e , b Lit t I-; i s S t C, Ir a Lm vo i Urne I n U a 1 w a b L. -ava i I ab I e . A rn a... i mum e I ev a t i c� n i s d e t m r E!4 �rs eac�j rlesiqr: ti:� ttes:n i:� uni n r, arid Ih�s i s usua! I the out:et i r,,V e r t C, r j::Ie(S) .1 LIU j 1 f t h e cull I et p ; pe i E- not i !-ista e d on the eievation to e ri p, urnP I a. Pe',-Marier';t rmarker must be install--d o ri t h, i s e 1 e v at I on to r; di i a t- e w h en L, m p ; i-;,:; shouid bec: � ri. A n e evat � on must 'b e t,r s t a-'-, I h e d t,:, s t o p p urn p i ,13 t m a i r"it a r: rn L, "n t a Inerit depth (6 feet', t-L rp, ri C a T-1 b 2 S t 7:1 e d 1 1: e 1-4 b e twp e ri. a o � s any t Me h e s _� t w o e c- -v a t :I r: s -,:I r- o zi e a - i In c �_-rnv er, I ence as 5 -Q 2 0 t a thle. IS CT 'I S C r;:,::! , a:-: C E'12 U i El rr! e Mt" t 1:1 a D E� W a S t e W t'-i 0 U r U r; o F c! r ! e a c n Land of 1-1 7R S t e W a +1 e. - i s e c o r; Z e d a s a7i a 1: C e t a m e t h o d o F kJ i o s a fyj e th o fj s c, a.-,t p, i 7; r-I c i urJ e o I i d t c: e n t e -- p v �:, t- 3 !4n s a n d t r a v e U 'I a 7 1 0 F., - a e ,; y W a S� E. e,/ 2 r, t. r Ij b e t a k e n w,-; e -a - t Th e f o i I j:ow ; -: 9 i t e rn s a � e t (--- 'Ll -_ c a r i e d o L, t -. + r o ri y r e c n mra e e d t h tmi P_ r; t i az C, o n b e pr e d t t- s c ap a L- i t y trj ce ,�, e r; t e C E? od o, d u r i rj,. start-up e - c i-I a r p 1J u c e s t h e c -:t r; c e n I-- r a i I:; rI r-I f t F, e i F, i t i Waste ET�ter- j r:g I a r�l o r-I t h e e,J �_j c-� rl C rld i-I r I I d s S U C t'-I G f Ll e F, - a F1 e� e rs r r e: - 7 rh a r'3 i T-1 23 i s C 0 ff, e t ed 1 Lish bu i � j r; s w t' I- I r c y c e o' I a c� o rr I I�r I. S 1-1 wa t e r S ho u : d ri e t ID e u s ed f o.- 1-i s !-I g a er ri i t I a! Fill iri,:;. RECEIVED T I�i E, a t t a c In ed -, a s t R u t ; i a t i .:, r, a �i s Ti a b e f i--- 1 1 o w e d wAjr-RquAWYSEM0N Th 11 5 ar, r e I: t:�mrnends samp 1 i no a,-;,j test i n-7 -,: F waste f see A 'I t a c h fine �, t E e f' ;-I r e I a md a: P, I i i: - t i c, n MAR 2 9 2001 Non-DW*wp Pem*8v Begin pump -out of the I aS _;r_rn whhen fluid f eve I reaches e l eva- t i er, 57.00 as marked by permanent marners . Stop Lump —Milt when the fluid ! eve i reaches elevation 55.10 or before f 1 ui d depths is less than r_. feet deep (ths I s prevents the loss of favorable bacteria) . The design temporary storage, less 25 year storm is 21?44 cubic feet or 2?4456 La k !Erik. As stated before, this volume will vary considerably from year to year. 4. The recommended man i mum amount to apply per irrigation is one (1) inch and the recommended maximum app i i car i =rn rate is 0.4 inches per hour. 5. Keep vegetation on embankment and areas adjacenT to the iagoon Bowed annually. be'_eta t i on sI'houi d be feet i i i ,'eta as needed to Maintain a vigorous stand. 6. Repair any eroded areas or areas dama'_ n by rodents and es tab . i sh: in veSetation. T . All Surface run'_tf, is to be diverted from tne lagoon to t w b i e i tut l e t s. .. S. Kean a minimum t_e7 100 feet cropland buffer or .-5 feet i;- grass vegetated , offer ar ='una waste utii:zat!on f:e1ds, part izu1ariy aciacent to ponds, , a` -_ . streams, oDen d , cIles, etc. Do n v pumo within 300 feet of a residence or within i!_0 feet of d WL-' ?. The Clea;, Water Act of 197Dro hib,is the d,scnar. P , i utants into waters of the United States. The Department F r Env i onmen t , Hea i tV, and Natura i Re=o ur"c es, D 1 v i s i onof Env 1.'ir.-, menta i Management, his the resCtCtn . b i i , ty For en oc i no this law.. NOTES ES ' - G6 gn T--- VlSSA I /-") Operator:BILLY DRAUGHON County: SAMPSON Date: 6/28/94 Distance to nearest residence (other than owner): 1200 feet I. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. - 0 lbs 0 sows (farrow to feeder) x 522 lbs. - 0 lbs 0 head (finishing only) x 135 lbs. = 0 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 2600 head (wean to feeder) x 30 lbs. _ 78000 lbs Describe other : 0 lbs Total Average Live Weight = 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON 78000 lbs Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 78000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATIONcwNJED ply Volume = 0 cubic feet w 2 y 1011 4. TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 190.0 Inside top width (feet)---------------------- 140.0 Top of dike elevation (feet)----------------- 60.0 Bottom of lagoon elevation (feet)------------ 48.0 Freeboard (feet)----------------------------- 1.3 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 3.0 182.2 132.2 10.7 AREA OF TOP LENGTH * WIDTH = 182.2 132.2 24086.84 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 118.0 68.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 150.1 100.1 8024 (AREA OF BOTTOM) 60100.04 (AREA OF MIDSECTION * 4) CU_ FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 24086.8 60100.0 8024.0 1.8 Total Designed Volume Available=164442.74 CU. FT 5. TEMPORARY STORAGE REQUIRED 5A. 5,8 5C. DRAINAGE AREA: Lagoon (top of dike) Length * Width = 190.0 140.0 26600.0 square feet Buildings (roof and lot water) 0.0 square feet TOTAL DA 26600.0 square feet Design temporary storage period to be Volume of waste produced Describe this area. 180 days. Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 78000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days Volume = 142480 gals. or 19048.1 cubic feet Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system or excess water. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallon per CF Volume = 0.0 cubic feet Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount 180 days excess rainfall = 7.0 inches Volume = 7.0 inches * DA / 12 inches per foot Volume = 15516.7 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 15516.7 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 19048 cubic feet 5B. 0 cubic feet 5C. 15517 cubic feet r7r, 1 =;qi 7 r,ubic feet 6. SUMMARY Temporary storage period====================> 180 Rainfall in excess of evaporation===========> 7.0 25 year - 24 hour rainfall==================> 7.0 Freeboard==================================> 1.3 Side slopes_________________________________> 3.0 Inside top length===========================> 190.0 Inside top width=___________________________> 140.0 Top of dike elevation=======================> 60.0 Bottom of lagoon elevation==================> 48.0 Total required volume=======================> 128081 Actual design volume========================>164442.74 Seasonal high watertable elevation (SHWT)===> 50.0 Stop pumping elev.__________________________> 56.1 Must be > or = to the SHWT elev.==========> 50.0 Must be > or = to min. req. treatment el.=> 54.0 Required minimum treatment volume===========> 78000 Volume at stop pumping elevation============> 107982 Start pumping elev._________________________> 58.0 Must be at bottom of freeboard & 25 yr. rainfall days inches inches feet 1 feet feet feet feet cu. ft. cu. ft. feet f eet feet feet cu. ft. cu. ft. feet Actual volume less 25 yr - 24 hr rainfall===> 148926 cu. Volume at start pumping elevation===========> 148040 cu. Required volume to be pumped================> 34565 cu. Actual volume to be pumped==================> 40056 cu. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: -a6dqN APPROVED BY.��jf�J _ DATE: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: ft. ft. ft. ft. Z RECEIVED MT �� Codes FROUALI YMON cJ mAR 2 9 2om SHEET 1 OF 2 OPERATION -AND -MAINTENANCE -PL�,DiP�m'9 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 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 58.0 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 56.1 . This temporary storage, less 25 yr- 24 hr storm, contains 34564.8 cubic feet or 258544.7 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. State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Kerr T. Stevens, Director April 2, 2001 BILLY DRAUGHON DRAUGHON FARM 3690 THE AVE. CLINTON NC 28328 • A&4v%& wow NCDENR ENVIRONMENT AND NATURAL RESOURCES Subject: Application No. AWS820218 Additional Information Request Draughon Farm Animal Waste Operation Sampson County Dear Billy Draughon: The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional information is required before we can continue our review. Please address the following by May 2, 2001: Best Management Practices (BMPs) that are to be implemented at this facility should be identified (check the appropriate BMPs) on the Insect Control Checklist, the Odor Control Checklist and the Mortality Management Checklist. The checklists submitted December 29, 1999 were blank. Please provide a clearer map that identifies (outlines or highlights) and shows the acreage for each field to be used for waste application. In the Waste Utilization Plan (WUP) there appear to be three different fields/pulls for Tract 3190, however from the map submitted only one field/pull was indicated. Please note that all N UP revisions must be signed and dated by both the owner and the technical specialist. 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 May 2, 2001 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit. Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management Commission. If you have any questions regarding this request, please call me at (919) 733-5083, extension 544. Sincerely, Stephanie Milam Environmental Engineer Non -Discharge Permitting Unit cc: Fayetteville Regional Office, Water Quality Bryan Spell, Dogwood Farms, Inc. Permit File 1617 Mail Service Center, Raleigh NC 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper N Swine Farm Waste Management Odor Control Checklist Source Cuuse 11MPs to Mlidulice tailor tiite sliecific Practiecs i aunatead swi++c production Vegetative or wooded bulfers; R-Ilecolnmended best management practices; 0--Bond judgment and common sense Animal body sorfaces Dirty niaoure-covered ani+uals Dry (loots Fl�iur u+fii�e • Wet III i++wrc:-covered flours ,'lulled floors; M- Walerers located over slotted floors; n Feeders at high end of solid floors; ;'-�t� rape manore huildup f om flours; Jnderiloor venlilaliou for+lryiag Mallow collection pity • I3+iue; Fmilleut ulal+ure removal by flush, pit recharge, _.._ • Pallial mi"ohial decomposition or scrape; laladerlloor ventilation Vea+lll.1641+1 c0laun-t livas • Volatile gases; F anainle+laucc; �— -- Dust Fl!j ienl air nlovenlenl „ h+duur Sol faces Dust ashdown hctween groups of animals; T n feed additives; n hecder covers; n feed lleiivery duwnsputti csteudcls In Gx ter covers _ Flush milks • Agilaliun of recycled lagoon n Flush lank covers; liynid whilo tanks are filling Cl Extend rill lines In near bolu+m ❑Hanks with _ anli-siphon vents Flush alleys a Agilaliun during wastewater n Ilndernonr flush with uudcriluor veotihiimi — conveyance Pit +ecb,uge poillts • Agilaliun of recycled iauoon n iwen;l recharge lines it) near bull,u+i s►i•pits lignid while pits are lilliog with anii-sipllan vellls I-ik an+liuns 0 Agi(alion during sump umk 5 Sump lank covers �- lilling and drawduwu Clnb4h: iraill cullecliun • Agitation dalring wastewater n Nox covers - (if juncttnll boxes conveyance AhlO(; - Ihlveanbcr 11. 1996, Net; 3 Solirce Cause umps to Minimize Odor Silt Specific 111rucliccs End of drainpipes at a Agitation during wastewater ❑ Extend discharge point of pipes underneath lagoon conveyance lagoon liquid level Lagoon surfaces • Volalile gas emissions; Proper lagoon liquid capacity; • Biological mixing; 0 Correct lagoon startup procedures; • Agitation r."inimum surface area -to -volume ratio; Minimum agitation whewpumping; A Mechanical aeration; f.1 Proven biological additives liribaliuu sprinkler • I llgh pressure agllalioll; (9-1 ' ►ate on dry days wish lilde or no wind; nnMes a Wuul drill Minimuul recommended operating pressure; Pnnp intake near lagoon liquid surface; Cl Pump from second -stage lagoon Storage lank or basin • Partial microbial decomposition; Cl Ifollonl or midlevel loading; sill lace: . Mixing udlite tilling; Cl Tank covers; • Agitation when enplying ❑ [basin surface orals of solids; Cl Proven biological additives or oxidants Seminig hasill surface • Partial microbial decoinposit iou; Cl Extend drainpipe oullels umlernealh liquid • Mixing while filling; level; • Agitation when emptying Cl Remove settled snlids regularly Manure, slurry or sludge • Agitation whcu slimadiog; C) Soil injection of starry/sludges; spreader oullcls . Volatile gas emissions ❑ Wasll residual manure from spreader after use; CI Proven biological additives or oxidants Uncovc;red manure, • Volatile gas emissions wllile 0 Soil injection ol'slurrylsludges stimy or shidbe ou field drying f7 Soil incorporation within 49 lirs.; sin faces r7 Spread in Thin uniform layers for rapid drying; Cl Proven biological additives or oxidants Dead animals • Carcass decomposition Proper disposilion of carcasses - Deail aniWal disposal & Carcass decomposition Cl Complale covering of carcasses in lienial pill; Nils lnCiIt: I'mols • lncomplelecombustion • Proper local ionlcmistruclion nfdisposal pits • Secondary slack burners AM[1C-November II, 1996, Page S41111 cc Cause AMPY to Minirnlze Odor Site Specific Practices Slanding %valor aruund • Improper drainage; (trade and landscape such dial water drains Facililics a Microbial decomposition of away from facilities organic matter Manure tracked otuo • Poorly mainlaiued access roads Funn access road mainlenance public roads Boot farm access Additional Inforrnalion : Available I-mm : Swine Manure Ivlauahement ; 0200 Itule/E3Mi' Packet NCSI1, Coumy Exlension Cenler Swine Production Dann Palriilial Odor Sources and Itemedies ; FBAIi Fact Sheet NCSI1 - IIAF Swine I'ioduclion Facility Manure Management: Pit Itecllarge - Lagoon Treatment ; FBAG 128-88 NCSI J - IIAE Swine I'rod+tction Facility Manure Management: Underfloor Flush - Lagoon Treatment ; FDAE? 129-88 NCSI1 - BA 1: Lagoon Design and Management for Iiveslock Manure Treatment and Storage ; FRAR 103-93 NCSIJ - 11AV Calibration of Nlainire and Wastewater Application I-quipmcnl ; TBAE Fact Sheel NCSI1 - IIAF l'unuoiling ft+lors lions Swine Buildings ; Pill-33 NCSI1 - Swine fixlension Fnvirum emul Assurance Program ; NI'I'C Marmal NC I'mk I'roehecers Assoc 0lit isms Iur Managing Odor ; a report from Ilie Swine: Odor Task Force NCStJ Agri Cnirimuniciiiians NUi!.unce CUncerns in Animal Mantire Managemetnl: Odors and Flies; PROW, 1995 Conference Proceedings I-lorida Cooperuive lixlension AAi( I(: - 1b)v(: il,er 11, 1996, I'age 5 Insect Control Checklist for Animal Operations Spurt c Cause IIMPS fo coulrol Inserts Sitc Spccirle Prat:tires Liquid Sysltnts----^-� --- ,uslt ('iuucrs Accilmulation of solids 177 [•lush system is designed and operaled sufficiently to remove accunuilaled solids tram Butlers as designed. n Remove bridging of accumtilwed solids ill diKbargc l-agoi,us anti fits Crusled Solids Maintain lagoons, scllling basins and Mils where pest breeding; is apparent to minimize the cresting of solids to a depth of no more than 6 - 8 inches over more than 30% of surface. lixcessive Vt ;t alive • Decaying vegelalinn _ Mnimain vegelalive control along hanks of iruwth lagoons rind other impoiindntews to prevent accunudation of decaying vegelative matter along; water's edge on impoundment's perimeter. �I'I:c�lci �'--- _ my Sysleuls • I..'CL l Spillage Ell:sign, uper.de and inaiwain teed syslems (L%g., --- hunkers and troughs) to minimize the accumulalion of decaying wasluge. ( /ein lip spillage on a romine hasls (e.g., 7 - 10 day inlcrval darint; smimier; 15-30 thy intcrvitl -juring whiter). Slurage a Accumulations of feed residues A�J!C - Navl:mber 11, 1996, /':ice 1 fA' Reduco moisuire alccumulalion witliiu and around inunediaic perimeter of lied sinrage tireas by insuring drainago alwry iionl siic and/or providing ade(lit ric cnutainnlcia (e.g., covered bin li►r brewer's grain and sirnilm hil;h uwistnre grain prot(ucis). n Inspect for awl rcniuve or hteA— lip aectioaid ltcd solids in lilk:r drips ilrn11111I t4L!d ]till-:11',e u5 nLeded. Source Cause Aninial I lolding Areas • Accumulations of animal waslCS p anti feed wastage a Dry Manure I landling 0 Accumulations of aninial wastes n 5yslems n n UMPs Io Control Insects Site Specific 111•acliccs Eliminate low areas that Irap maisturC slung fences and oilter locations where waste accumulates and disturbance by animals is minimal. Maintain fence rows and filler strips around animal holding areas to ininimice aCCltnitllali0n5 of wastes (i.e., inspect for anti remove or break up accumulated solids as needed). Remove spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter) where manure is loaded for land application or disposal. Provide for adequate drainage around manure stockpiles. Inspect for anti remove or break tip accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For inure intannation contact Ilse Cooperative Extension Service, Department of Entomology, nnx 7613, Norlh Carolina Stitt: I Imivcrsily, Raleigh, NC, 27695-7613. Ahlll: - Nuveuther 11. 1996, page: 2 Nlortaiity Management Methods (check which methods) are being implemented) Burial three feet beneath the surface of the around within ?Y hours after knowledee of the death. The burial must be at least 300 feet from any flowing stream or public body of water. Rende:ina at a rendering plant licensed under G.S. 106-168.7 Complete incineration In the case of dead poultry only. piacina in a disposal pit of a size and design approved by the Department of Agriculture Anv method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value withom endanQerine human or animal health. (Written approval of the State Veterinarian must be attached)