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HomeMy WebLinkAbout310399_Application_20240313 9 5TATE0@ ROY COOPER Governor E� ELIZABETH S.BISER • mod„° tECE1V Secretary RICHARD E,ROGERS,JR. NORTH CAROLINA Director Environmental Quality MAR 13 202 February 12,2024 Triumph Associates LLC tqC 1)1rC1/DW Triumph Farm Centra6 oJilce PO Box 1139 Wallace,NC 28466-1139 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits, which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General Permits.you must submit an application for permit coverage to the Division of Water Resources(DWR)by April 3.2024. Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge General Permit."The application form must be completed,signed by the Permittee,and returned to the DWR by April 3,2024. Mailing Address: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699 1636 Email:animal.operations(adeg.no.gov phone:(919)707 9129 Please note that You must include one (1) copy of the Certified Animal Waste Manaeement Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal Application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1 and could result in assessments of civil penalties of up to$25,000 per day. Copies of the animal waste operation State Non-Discharge General Permits are available at www.degnc.gov/animalpermits2o24.General permits can be requested by writing to the address above. If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129. Sincerely, Michael Pjetraj,Deputy Director Division of Water Resources Enclosures: Request for Certificate of Coverage for Facility Currently Covered b an n Expiring State Non-Discharge General Permit North Ctrolina Department oflavironmeutalQue}ity Division ofWaterResourcet ~J 612NorthSs1ishuryS1reet 1636 Ifni]Suv1ceCentfx RaIdgh,Nor&Caroline21699.1636 '�"'c-�� 919.7ifT9124 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30,2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications must be received by the Division of Water Resources by no later than April 3,2024. Please do not leave any question unanswered. Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Certificate Of Coverage Number: AWS310399 2. Facility Name: Triumph Farm 3. Perinittee's Name(same as on the Waste Management Plan): Triumph Associates LLC 4. Permittee's Mailing Address: PO Box 1139 City: Wallace State: NC Zip: 28466-1139 Telephone Number: 910-285-1005Ext. E-mail:%3t*i;�WQM,vTPVYj oat 5. Facility's Physical Address: 413 Dill Sanderson Ln City: Mount Olive State: NC Zip: 28365 6. County where Facility is located: D, uplin 7. Farm Manager's Name(if different from Landowner): - w 3 otln Web IeY l•}W v ' 8. Farm Manager's telephone number(include area code): 910-285-1357 Ext. 9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC 10. Operator Name(OIC): Kendall W.Huffman Phone No.: 252-526-144b OIC#: 16819 11. Lessee's Name(if there is not a Lessee,write"None"): r(oKc 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Farrow to Wean 2,411 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow wet PoultrN Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1 Lagoon 1/1/1993 Full,clay 1,518,145.00 165,000.00 19.50 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d),either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical suecialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example:irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2.A site map/schematic 3.Emergency Action Plan 4.Insect Control Checklist with chosen best management practices noted 5.Odor Control Checklist with chosen best management practices noted 6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be applicable to your facility. 8.Operation and Maintenance Plan If your CAWMP includes any components not shown on this list,please include the additional components with your submittal. (e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below.(if multiple Landowners exist,all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation); Name(Print): Title: L"GG ! Signature: Date: :�� y Name(Print): Title: Signature: — Date: Name(Print): _ Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operation.%@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 i f Nutrient Management Plan For Animal Waste Utilization 12-02-2008 This plan has been prepared for: This plan has been developed by: Triumph Sow Ai-LINTON -- Triumph Associates LLC MURPHYFAMILY VENTURES s PO Box 1139 PO BOX 1139 Wallace, NC 28466 WALLA CH, NC 28466 910-285-1005 910-285-1005 ee Developer Signature t t Type of Plan: Nitrogen Only with Manure Only it Owner/Manager/Producer Agreement s� 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 1 the farm named above.I have read and understand the Required Specifications concerning animal . waste management that are included with this plan. k :3 N �4 t? Signature(owner) Date r D Signature(manager or producer) Date This plan meets the minimum standards and specifications of the U.S.Department of Agriculture- Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. i s �f J — Plan Approved By: T. al Specialist Signature Date t a •--------------••------------ ---•-------------- 585661 Database Version 3.1 Date Printed: 12-02-2008 Cover Page 1 1 I? - l li is Nutrients applied in accordance with this plan will be supplied from the following �. source(s): Commercial Fertilizer is not included in this plan, q i S 9 Swine Farrowing-Weanling Lagoon Liquid waste generated 7,722,433 gals/year by a 2,411 animal Swine Farrowing-Weanling Lagoon Liquid operation.This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 11917 t Incorporated 20466 r• Injected 22539 Irrigated 12953 r Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ PAN(lbs) * Applied(Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons) r, Year 1 1 12,953 17801 -4,848 10,612,426 -2,889,993 Year 2 12,953 17439 -4,486 10,396,710 -2,674,277 '1 1: fi a,. li a f a I;. E 0 9 i �i Y i 5 i ____________________ __ _____________________________________________—________________________________ Note: In source ID,S means standard source,U means user defined source. y. . *Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source, s 442105 Database Version 3.1 Date Printed: 12-02-2008 Source Page Page 1 of 1 y ff S. ff A p� F The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available, t yp4 Y Planned Crops Sununary Total Useable beaching Tract Field Acres Acres Index(L.l) Soil Series Crop Sequence RYE r Kl Reel1 3.75 3.75 N/A Ma rvya Wheat,Grain 40 bu. Soybeans,Manured,Double Crop 29 bu. 1 Corn,Grain 75 bu. Kl Reel 2.22 2.22 N/A Manryn Wheat,Grain 40 bu. Soybeans,Manured,Double Crop 29 bu. Corn,Grain 75 bu. K2 Pivot Kl 59.13 59.13 NSA ;11e Wheat,Grain 45 bu. Soybeans,Manured,Double Crop 25 bu. Corn,Grain 85 bu. T1 Pivot Tl 27.7547 = N/A Autryville Corn,Grain 85 bu. Wheat,Grain 45 bu. r Soybeans,Manured,Double,Crop 25 bu. Tl Reel 5.68 5.68 N/A try Auville Corn,Grain 85 bu. 45 bu. Wheat,Grain 25 bu. Soybeans,Manured,Double Crop Corn,Grain 85 bu. Tl Reel 4 2.70 2.70 N/A Autrylill- P. Wheat,Grain 45 bu. Soybeans,Manured,Double Crop 25 bu. ;. 85 bu. R T2 Reel 10 2.11 2.11 N/A Autryville Corn,Grain la Wheat,Grain 45 bu Soybeans,Manured,Double Crop 25 bu. 110 bu. !i T2 Reel 5 3.40 3.40 N/A Woodington Corn,Grain E Wheat,Grain 50 bu. Soybeans,Manured,Double Crop 29 bu. T2 Re 5.22 5.22 N/A Woodington Com,Grain 110 bu. Wheat,Grain 50 bu. Soybeans,Manured,Double Crop 29 bu. T2 Re e17 5.56 5,56 NIA Woodington Corn,Grain 110 bu. Wheat,Grain 50 bu. Soybeans,Manured,Double Crop 29 bu. T2 Reel 4 Au .12 4.12 N/A ayville Corn,Grain 85 bu, e 442105 Database Version 3.1 Date Printed 1212/2008 e PCs Page Page 1 of 2 NOTE: Symbol*means user entered data. l t Planned Crops SiumnarY Total useable Leaching Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE R Seat,Grain 45 bu. ISoybeans,ManuTed,Double Crop 25 bu. yt Reel 9 3.01 3.01 NIA Autryville Com,Grain 85 bu. Wheat,Grain 45 bu. li Soybeans,Manured,Double Crop 25 bu. F-= PLAN TOTALS: 124.65 124.65 V Low potential to contribute to soluble None <2 nutrient leacbing below the root zone. D Moderate potential to contribute to soluble Nutrient Management(590)should be planned. i >=2& nutrient leaching below the root zone. High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation,practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term >10 No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers (391). ii gsg Database Version 11 Date Printed 12/2/2008 442105 PCs Page Page 2 of 2 NOTE. Symbol means user entered data. a � C V0 p� CD W F7 w V cad U V�Y v�i .�. 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O V'1 C, Vl vl W) 1n In h Ln vl h h h CD D• C� Q1 C. 01 V1 Il'1 co It N v N V' N d' N -In N In N v) N v N laj r r 00 CCD P N P. o o a 0" d b 0 0 0 0 0 0 0 0 A A A A A A A R y N£ d v u v c ti c� x pr (7 r C7 - C7 - it r ,r R f - t3dV �r fi0a yr O N as id is ^' tE id D 'd N aV al sd W �y m 9 y � o � a� � al T u .flT � •fly u T D AT u� ?. � ?� m .oT � o o o o o o o o D o U U. 0 v� rn rn rn y r n N N c�. •m-I M h In 00 m O w t` n b b n n •-+ •mil et; N hhlt In In , m m CV N OOi m N N vi vi fV tN N CV m m �.1 n n n c`v N m m b oo °O o o o o N N b b I H ID b n l� -+ .--I d V; N N In N A� m m N N � 0Q N N LAvi N Cti CV N m M vi vi kn 16 I a t k j4 v 0 o Y o o K , a bn �o aA bo o C o p 0 0 0 0 0 � a a � a a ❑ ❑ a � n � o � 10 m OI 0% Ot Ql Ql Ol Ql 0T m Ol 01 U ON D, Q, O% m m b C^ F7 V.) C/3 fq C6 Co CA VJ 00 co co V] co V] W uJ D] Cq co w co V] w 7 •d r+ N N .�i r�i H H m m .t cfi h h b �D n n 00 W V] ': N w P, a a a P4 a p4 P4 i� r c4 w c c a d x cy ty •-+ N N N N N �7 N N N t=I H H F F F F F F F i-I H F �•+ E-� � 5 cli ON cl, <D cD 6 0 2 1. a bjD <S ;a S MD 'a 1� 10 it f2l 13 10 0 41) z C> O . a C, rj z C3 ba z Cd 17n:, In::, Do C-4 En C, J34 ca ca C,l cn 0 rr) .2 Ed cif ol ol 0 In rfj lu w E- The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If r applying waste nutrients through an irrigation system,you crust apply at a rate that will not result in runoff. This table provides the l maximum application rate per hour that may be applied to each field selected to receive wastewater. It also Iists the maximum application amount that each field may receive in any one application event. 5 i f �i Irrigation Application Factors 3r 31, i! Application Rate Application Amount Tract Field Soil Series (inches/hour) (inches) l K1 Reel Marvyn 0.50 1.0 Kl Reel Marvyzr 0.50 1.0 K2 PivotKI Autryville 0.60 1.0 TI Pivot Tl Autryville 0.60 1.0 T1 Reel Autryville 0.60 1.0 T1 Reel Autryville 0.60 1.0 r. F T2 Reel10 Autryville 0.60 1.0 t T2 Reel Woodington 0.40 1.0 T2 Reel Woodington 0.40 1.0 T2 Reel Woodington 0.40 1.0 G T2 Reel Autryville 0.60 1.0 '3 T2 Reel Autryville 0.60 _ 1.0 i` t i r li I is I �i l Af/ 5 e 442105 Database'Version 3.1 Date Printed 12/2/2008 IAF Page Page 1 of 1 NOTE: Symbol*means user entered data. a' 1 0 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. t Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for r sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table . Maximum Maximum Sludge Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres lblac 1000 gallac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation Swine Farrowing-Weanling Lagoon Sludge-Standard Corn 120 bu 150 13.16 71.44 142.88 214.32 Hay 6 ton R.Y.E. 300 26.32 35.72 71.44 107.16 t Soybean 40 bu 160 14.04 66.98 133.95 200.93 �J s e c h 3 1� L 6 x G 6 .----------------------- _____________________._____-._________.-____________________________________..---________________-_ 442105 Database Version 3,1 Date Printed: 12-02-2008 Sludge Page Page I of a 2 f �• 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. I! r Available storage capacity should be greater than or equal to zero and less than or equal to the design storage 1 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 y structure's temporary storage capacity. Available Waste Storage Capacity Source Name I Swine Farrowing-Weanling Lagoon Liquid Design Storage Capacity(Days) 9 Start Date 9/1 180 u_ k Plan Year Month Available Storage Capacity(Days) 1 1 1 122 : 1 2 146 11` 1 3 180 l 1 4 180 {� 1 1 5 180 3i i? 1 6 180 3 1 7 180 1 8 168 1 9 138 1 10 107 I 11 159 1 12 128 2 1 97 ' 2 2 117 l; 2 3 180 �3 2 4 180 2 5 180 2 6 180 2 7 180 2 8 165 2 9 135 k' Ir 2 10 104 2 11 168 2 12 137 f *Available Storage Capacity is calculated as of the end of each month. j -----------------•------------------- ........... ------------------ ---------------------------------------------------- ------------------------ --------- 442105 Database Version 3.1 Date Printed: 12-02-2008 Capacity Page Page 1 of 1 1 1 Required Specifications For Animal Waste Management t 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application.Any discharge of waste that reaches surface water is E prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste.If the producer does not own adequate land to properly dispose of the F waste, he/she shall provide evidence of an agreement with a landowner,who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. it i 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. j 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA,NRCS Field Office Technical Guide Standard 393 -Filter Strips). 5. Odors can be reduced by injecting the waste or by dishing after waste application. Waste should not be applied when there is danger of drift from the land application field. x 6. When animal waste is to be applied on acres subject to flooding, waste will be soil F incorporated on conventionally tilled cropland.When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding(see "Weather and Climate in North Carolina" for guidance). 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does y. not cause drift from the site during application. No pouding should occur in order . to control odor and flies. Ili E L 442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Pa e 1 !> I i i a 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the loll surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth.The ,R potential for salt damage from animal waste should also be considered. 51 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for Ieaching.Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients.Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. y 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal.Animal waste,other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 N Iy feet to perennial waters. ii 12. Animal waste shall not be applied closer than 100 feet to wells. 13. AnimaI waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. i 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways,waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets,sinks, etc., shall not be discharged into the animal waste management system. x 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms,pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees,shrubs, and other F. woody species,etc., are limited to areas where considered appropriate. Lagoon v areas should be kept mowed and accessible. Berms and structures should be 442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 2 :t 2 �kg 4' C 1 s E 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge,pollution, and erosion. 19. Waste handling structures,piping,pumps, reels, etc.,should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However,if animal waste is used on crops for direct human consumption, it should only be applied pre-plant with no further applications of animal waste during the crop season. 21. HighIy 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 ri marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application ID records shall be maintained for a minimum of three years. j Waste application records for all other waste shall be maintained for five(5) i years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. i. r I= f ------------------- ---------------- -------------- -------------------------------------------- - ---- --- ------ ------------------------------------------ 442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 3 ' is f l i 3 f i i i I f! '1di/�-'s`TE` rJT1LIZA"iTI0-1V Pl ANIMAL WA_S_ TE UTILIZATION AGFZ (Needed only if additional /and has to be leas I.Kelvin Kph gl-a3ircth Assosiates LLC permission to apply animal wastes frdEr8i.MMONEWaste L. of my land far the duration of time shown below. I 1 understand that this waste contains nitrogen, phos trace elements and when properly applied should r understand that the use of waste will reduce my ne r AdjacEnt Landowner: Waste Producer: Technical Representatives: SW(--CD Representative: 8 Term of A ��a i101anLA:2xO'13 (Minimum of Ten Years on Cos# Shared /tee K (SBc� Required Specification No. 2) c�c�ri 3 d t TU v c r. a n a3 Y �4 f q ,7 li i€ Page 9 M. A - t° r•t5�-' 4v J e �..�? ' � � z-; x }.�� ..n r+vlSs r�le v i':d �' n $�hst'. ar��" �, 'Y ,G.-', r,r .J 'r a-.hsF '� p �• av ,.§ij S •(•,rE-�afEt '" 'S ��.' a ♦ _ '�►�! sI y'`f�t' � Shy �„r _#�^3�� Y� w ;r�'),t �t. ,.ate . 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Sw A0Vr 4x S-f- -.tir L-T , --Vgg..7abUt I- ILA A.R *Z I 3�-WIV,-- 4—Nop 4z r r 4/2/2019 443 Dill Sanderson Ln-Google Maps r�j Ti s -:. 443 Dill Sanderson Ln ; Triumph = r � lF F _ 15. :e 6 2 e pFp LL' r �i g IC Imagery@2019 Google,Map data @2019 Google 200 ft!-,,. d I 4 f. l r N 443 DIII Sanderson Ln Mt Olive,NC 28365 i 338J+HM Westbrook Crossroads,Kenansville,NC r t v https://www.google.comlmaps/place/443+Dill+Sanderson+Ln,+Mt+Olive,+NC+283651@35.0580456,-77.9246451,893m/data=!3ml!1 e3!4m5!3m411 s0... 1/2 Facility: Triumph-032321 Phone Number: (919) 658-8946 911 Address: 443 Dill Sanderson Lane Mt Olive, NC 28365 Directions to Farm: Hwy 11 to Summerlin Crossroad Rd. &turn left. Follow Summerlin Crossroad Rd. for 7 miles to Kelly Rd&turn right. Driveway is 0.4 miles on the right, Farm is at the end of the Farm Road. Effluent Handling System Emergency Procedure In the event of an actual or potential spill take the following steps in order: 1) STOP and CONTAIN the release. 2) Utilize emergency contact list to notify one of the contacts of the situation. 3)Stay with the actual or potential release to ensure it is stopped or contained; do not leave until instructed to do so. Effluent Handling Emergency Contact List Start with the first contact and continue to call until you talk to someone,do not leave message. Names(in order to be contacted) 1) Santiago Vega 252-268-4329 2) Kendall Huffman 252-526-1446 3) John Wesley Hairr 910-271-5333 4) Keith Hall 910-271-8156 5) Greg Wulf 910-271-0994 Return to the top of the list and start again until someone is contacted. Production System Emergency Procedure In the event of a suspected disease outbreak take the following steps in order. 1) Ensure bio-security measures are taken and minimize traffic in and out of farm. 2) Contact your manager and/or your primary contact. In the event of a power/water failure take the following steps in order. 1) Contact your manager and/or primary contact. Intervention Levels Sow Herd Size 2400 3800 7200 4400 #of sows off feed in 1 day- >10%in one location ( barn, row, or room ) #of aborts in 2 day period- 3 5 7 6 #of aborts in 1 week- 6 10 16 12 Weekly Stillborn%- 10% 10% 10% 10% Weekly PWM - 20% 20% 20% 20% Sow Mortality- 10% 10% 10% 10% Nursery and Finishing- > 1%mortality in any one day Production Emergency Contact List Start at the first contact and continue to call until you talk to someone, do not leave message. Names(in order to be contacted) 1) Santiago Vega 252-268-4329 2) Keith Hall 910-271-8156 3) Greg Wulf 910-271-0994 4) Wen Murphy 910-271-0873 5) Jimmy Gainey 910-385-4876 Return to the top of the list and start again until someone is contacted. Emergency Procedure for Fire, Medical, and Property Damage 1) Contact the appropriate personnel using the Safety emergency number contact list. 2) Contact your manager and/or primary contact. Safety Emergency Contact Numbers Mobile# 1) Santiago Vega 252-268-4329 2) Mike Brown 910-271-2302 3) Keith Hall 910-271-8156 4) Ambulance 911 5) Fire Dept 911 6) Police/Sheriff Dept 911 7) (Area) Hospital- Kenansville 910-296-0941 8) (Area)Clinic-Goshen/Faison (910) 267-0421 9) Poison Control (800)451-8346 10) Location of main electrical shut off: Generator building Location of main gas shut off: Tanks beside the load chute Electric Company: Tri County EMC Phone# : (800) 548-4869 Account/Meter# F � V 9 •r.t 2 1�1 C �YID e VI �. 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When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality © Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table.Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B.0200. 1(, Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. )—[ A composting system approved and permitted by the NC Department of Agriculture&Con- sumer Services Veterinary Division(attach copy of permit). If compost Is distributed off-farm, i additional requirements must be met and a permit is required from NC DEQ. i ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture&Consumer Services(G.S. 106-549.70). Any method which, in the professional opinion of the State Veterinarian,would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). ❑ Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options, contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of Imminent threat of a disease emergency,the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of Farn- r/Manager Date Signature of Technical Date i OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods, IE Maximum storage capacity should be available In the lagoon for periods when the receiving crop is dormant(such as wintertime for bermudagrass)or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter I early spring, irrigation according to a farm waste management plan should be done �. whenever the land in dry enough to receive lagoon liquid. This will make storage space available in k the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization R plan will allow it. it ;q I Waiting until the lagoon has reached Its maximum storage capacity before starting to irrigated does i not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year,24-hour storm is a violation of state law and subject to penalty action. The'routine maintenance of a lagoon involves the following; • Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass t are the most common vegetative covers. The vegetation should be fertilized each year, if needed,to maintain a vigorous stand. The amount of fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. i I . Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather C conditions are favorable for heavy vegetative growth. r NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria In the lagoon that are treating the waste. `f I; Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum,the following: F Waste Inlet Pipes, Recycling Pipes,and Overflow Pipes--look for: 1. separation of joints 2. cracks or breaks 3, accumulation of salts or minerals 4. overall condition of pipes h i I M00202041513 r 2 ; j k a Lagoon surface-- look for: 1. undesirable vegetative growth 2. floating or lodged debris r I Embankment--look for: 1. settlement, cracking, or"jug"holes 2. side slope stability--slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage 3 Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If 9, wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious 't undertaking with potentially serious consequences and should not be conducted unless } recommended by an appropriate technical expert. Transfer Pumps --check for proper operation of: ( 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that � you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. • Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that. hits the lagoon directly. You should inspect your diversion system for the following: 1, adequate vegetation 2. diversion capacity 3. ridge berm height ( -M00202043-514 3 1 S € E, Identified problems should be corrected promptly. It is advisable to inspect your system i during or immediately following a heavy rain. If technical assistance is needed to i ( determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount !' (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an overflow problem from a surface water diversion or there may be seepage into :f the lagoon from the surrounding land. k Lagoon Operation Startup: 1. Immediately' after construction establish a complete sod cover on bare soil . surfaces to avoid erosion. r i 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the boftom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial is establishment (due to warmer weather). f 5. It is recommended that a new lagoon be seeded with sludge from a healthy f working swine lagoon in then amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the Ibgoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. i i x Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the f lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. t i 4 1400202042515 1 i • Practice water conservation --- minimize building water usage and spillage from ( leaking waterers, broken pipes and washdown through proper maintenance and water conservation. • Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon. Management: s t • Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. • Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (Figure 2-1). • Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the 'summer thunderstorm season. Similarly, irrigate In the late summer / early fall to provide maximum lagoon storage for the winter. • The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. • Don not pump the lagoon liquid level lower than the permanent storage level unless you are removing sludge. !l Ig I� • Locate float pump intakes approximately 18 inches underneath the liquid surface andIf as far away from the drainpipe inlets as possible. t • Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. • Frequently remove solids from catch basins at end of confinement houses or wherever they are Installed. • Maintain strict vegetation, rodent, and varmint control near lagoon edges. t • Do not allow trees or large bushes to grow on lagoon dam or embankment. • Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. • If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. y Sludge Removal: Rate of lagoon sludge buildup can be reduced by: 1W t 5 M00202041516 1r M 1= r a 3 • proper lagoon sizing, • mechanical solids separation of flushed waste, • gravity settling of flushed waste solids in an appropriately designed basin,or • minimizing feed wastage and spillage, l' a G; Lagoon sludge that is removed annually rather than stored long term will: • have more nutrients, • have more odor, and • require more land to properly use the nutrients. Removal techniques: i G • Hire a custom applicator. I' • Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large- bore sprinkler irrigation system onto nearby cropland;and soil incorporate. • Dewater the upper art of lagoon b irrigation onto nearby cropland or forageland; it PP A g Y � 9 Y A g mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that. liquids can drain back into lagoon; allow sludge to € dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste i constituents just as you would yoL(r lagoon water. The sludge will contain different nutrient and metal-values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. i� When removing sludge, you must also pay attention to the liner to prevent damage. k Close attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. if you see soil material or the.synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can e removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and q P Y PP P P it metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil-test phosphors, it should be 7 applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. . i The application of sludge will increase the amount of odor at the waste application site. { Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors, 0 M00202o4Z517 x 1 t t � i f Possible Causes of Lagoon Failure i Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: e • Modification of the lagoon structure--an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert In lagoon design before placing any pipes in dams.) • Lagoon liquid levels--high levels are a safety risk. 1 • Failure to inspect and maintain the dam. • Excess surface water flowing into the lagoon. a • Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. l i Ire 1 l i l r� I I i R l e(/ k l M00202041518 ' y s Grower: Triumph arm Designed By: KBW Address: PO Box 1139 Checked By: DSE Rose Hill NC 28458 Date: 05/27/08 County: Duplin Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION f Farm Population: Nursery: ------------------- 0 f Wean to Finish: ------------------- 0 Finishing: -------- -- 0 Farrow to weaniing: ------------------ 2411 Hd. I Farrow to feeder: —---------------- 0 " Farrow to finish: ------------------- 0 l Boars: —---------------- 0 I Storage Period: ------------------- 180 Days 25 Yr./24 Hr Storm Event --------------- 7.6 tn. "Heavy Rain"Factor 0.0 a Rainfall In Excess of Evaporation ----------------- 7.0 In. i Additional Water Usage: ------------------- 0 Additional Drainage Area: 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? YIN N R. Does Operator Want Emergency Spillway? (YIN)------------ N y Was This Design Built Prior to Sept. 1996? (YIN)------------ Y Is Drain Tile Req'd to Lower SHWT? (YIN)------------ N Seasonal High Water Table Elev: ------------------ 0.00 !3 Freeboard: ------------------ 1.0 Ft. j Emergency Spillway Flow Depth: 0 Side Slopes: ------------------- 3 :1 (H:V) Inside Top Length: 750.0 Ft. z g Inside Top Width: 220.0 Ft. Top of Dike Elevation: ---------------• Depth 45.70 Ft. t Finished Bottom Elevation: ---------------• 13.00 Ft. 32.70 Ft. Start Pump Elevation: ------ ------- 19.92 In. 44.04 Ft, I Stop Pump Elevation: --------------- 49.8 In. 41.55 Ft. I I< LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D. Storm Stor= 103125 (Cu.Ft.) 104,331 (Cu-Ft.) 101.17% Temporary= 351193 (Cu.Ft.) 368,996 (Cu.Ft.) 106.07% Permanent= 1043963 (Cu.Ft.) 1,044,818 (Cu.Ft.) 100.08% 4 Total Volume 1,498,281 (Cu.Ft.) 1,518,145 (Cu.Ft.) 101.33% u Min. Required Liner Thickness ----------------- 1.9 Ft. Lagoon Surface Area: (Inside TOD) ------------------- 165,000 S.F. t r f r IF Murphy-Brown,LLC Engineering P.O.Box 866,Warsaw,NC 28398 (910)293-3434 II: Grower: Triumph arm Designed By: KBW Address: PO Box 1139 Checked By: DSE Rose Hill NC 28458 Date: 05/27/08 County: Du lin Sheet 2 of 7 t ACTUAL DESIGN VOLUME CALCULATIONS t BASE VOLUME: Cu. Ft. k LAGOON STAGE-AREA VOLUMES Contour Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 4 32.70 95,424 0 33.00 96,892 28,847 28,847 34.00 101,834 99,363 128,211 35.00 106,848 104,341 232,552 36.00 111,933 109,390 341,942 37,00 117,091 114,512 456,454 4 38.00 122,320 119,706 576,160 3 39.00 127,622 124,971 701,131 1€ 40.00 132,996 130,309 831,440 { 41.00 138,441 135,718 967,158 42.00 143,959 141,200 1,108,358 I 43.00 149,548 146,754 1,255,112 44.00 155,210 152,379 1,407,491 45.00 160,944 158,077 1,565,568 45.70 165,000 114,080 1,679,648 t w i i �f i sf F 4 1r rt These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 1,498,281 CF CUMULATIVE VOL. ZONE VOL. 101,33% f END PUMP = = = = 41.55 FT 1,044,818 CF TR'MT 1,044,818 100.08% START PUMP = = 44.04 FT 1,413,814 CF TEMP 368,996 105,07% j MAX STORAGE = 44.70 FT 1,518,145 CF STORM 104,331 101.17% t gt. 8 Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 i I i I Grower: Triumph Farm Designed By: KBW i Address: PO Box 1139 Checked By: DSE Rose Hill NC 28458 Date: 05/27/08 County: Duplln - Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: i Required Treatment Volume: Animal Type Capacity AL1W * (cu.ft./Ib) = Total ! F Nursery 0 30 1,00 0 Wean to Finish 0 115 1.00 0 Finishing 0 135 1,00 0 Farrow to weanling 2,411 433 1.00 1,043,963 Farrow to feeder 0 522 1.00 0 Farrow to finish 0 1,417 1.00 0 Boars 0 400 1.00 0 Total Required Treatment Volume(cu.ft.)= 1,043,963 F, Sludge Storage Volume: Animal Type Capacity ALW (cu.ft./lb) = Total �+ 1 Nursery 0 1 30 0.00 0 Wean to Finish 0 115 0.00 0 Finishing 0 135 0.00 0 41 Farrow to weanling 2,411 433 0.00 0 Farrow to feeder 0 522 1 0.00 0 Farrow to finish 0 1,417 0.00 0 t Boars 0 400 0.000 0 ;I Total Required Sludge Storage Volume(cu.ft.)= 0 Temporary Storage Volume: i Manure Production: Animal Type Capacity Sto. Period d./day =Total Nursery 0 180 0.30 0 Wean to Finish 0 180 1.17 0 Finishing 0 180 1.37 0 Farrow to weanling 2,411 180 4,39 1,906,972 I. Farrow to feeder 0 180 5.30 0 E Farrow to finish 0 180 14.38 0 Boars 0 1 180 4.06 0 Total Manure Production(gals.)= 1,906,972 Total Manure Production(cu.ft.)= 254,943 r Excess Fresh Water: Animal Type Capacity Sto. Period ./day)=Total Nursery 0 180 0.20 0 Wean to Finish 0 180 0.00 0 Finishing 0 180 0.90 0 :I Farrow to weanling 2,411 180 0.00 0 Farrow to feeder 0 180 0.00 0 Farrow to finish 0 180 0.00 0 ( Boars 0 180 Total Fresh Water Excess(gals.)= 0 Total Fresh Water Excess(cu.ft.)= 0 Murphy-Brawn, LL.0 Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3434 .f 21 L 2E I r E F f Designed B Grower: Triumph Farm Desi 9 Y: KBW Address: PO Box 1139 Checked By: DSE Rose Hill NC 28458 Date: 05/27/08 County: Duplin Sheet 4 of 7 I Temporary Storage Volume: (Cont.) t Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area+Additional Drainage Area)" Rainfall 1121n./ft Vol.= (166000 sq.ft. + 0 sq.ft.) * 7 In. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 96,250 1 i Storm Storage: Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*25Yr./24Hr. Storm(in)/12in./ft. Vol.= (165000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft, Total Required Volume for 25Yr./24Hr.Storm Event(cu.ft)= 103,125 "Heavy Rain"Storage: Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*"Heavy Rain" Factor(in)/121n./ft. Val.= (165000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft, Total Required Volume for"Heavy Rain"(cu.ft)= 0 (for Extended Periods of Chronic Rainfall) ( Additional Water Storage: No Additional Water Storage is Required 0 i3 0 is r Total Required Storm Storage (25Yr./24Hr. Storm+'Heavy Rain')= 103,125 (CU.FT) Total Required Temporary Storage (Manure Prod. +Excess Fr.Water+Rainfall Excess+Additional Water Storage)= 351,193 (CU.FT) Total Required Permanent Storage z (Treatment+Sludge)= 1,043,963 (CU.FT) . TOTAL REQUIRED VOLUME= 1498281 (CU.FT.) ¢h¢ I' j`. i i 1 3 s' B �gg B' Murphy-Brawn, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 r i Grower: Triumph Farm Designed By: KBW Address: PO Box 1139 Checked By: DSE Rose Hill NC 28458 Date: 05/27/08 County: Duplin Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation ------------------- 45.70 FT. Emergency Spillway Crest Elevation ------------------ Not Al Applicable Top of 25Yr./241-1r. Storm Storage ------------------ 44.70 FT. Top of"Heavy Rain"Storage ------------------- Not Applicable Start Pump Elevation ------------------- 44.04 FT. End Pump Elevation ------------------ 41.56 FT. Top of Sludge Storage ------------------- Not Applicable Seasonal High Watertable Elev. _.___W------ 0.00 Finished Bottom Elevation ---------- 32.70 FT, I Inside Top Length _—--------------- 750.00 FT. Inside Top Width ------------------ 220.00 FT. I Side Slopes ------------------ 3:1 H:V Lagoon Surface Area ------------------ 165,000 SF Min. Liner Thickness(if required) ----------------- 1.9 FT, Freeboard Depth ------------------ 1.00 FT. Temporary Storage Period ---------------- 180 Days TOTAL DESIGN VOLUME=1518145 (CU.FT.) 1 } z Zone Depths: - l t Treatment/Sludge Storage Zone Depth----------- 8.8 FT. Temporary Storage Zone Depth ---------- 2.5 FT. Freeboard/Storm Storage Zone Depth ----------- 1.7 FT. Total Lagoon Depth ----------- 13.0 FT. 1, s' r� f P L �ppF' InS N i II Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3434 - L it I� Ids P c F OD w U) 0 4- o C) V. CO C� co C: "It .a) 0) cu r_ Cj) 0 0 D co 0) Cb CZ) 0 C) C� Cf) > w > > LU W w -j —j Cf) w w w w w :E z �e 0 F- 0 0 0 U) LL U) F- O m > 0 LL LIJ LL 0 w 0 0 O IL LL a- w uj 0 0 0 w F- z CL F- U) 0 0 7- N tL 00 00 0) C) cc co LL co LO Lo in. 0 M E m <D m 0) CL 0 0 m a �, f - w w M 42 0 -0 0 z LU k ( Grower: Triumph Farm Designed By: KBW Address: PO Box 1139 Checked By: DSE Rose Hill NC 28458 Date: 05/27/08 County: Duplin Sheet 7 of 7 i i This livestock waste treatment lagoon is designed in accordance with the United States Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT LAGOON, revised prior to June, 1996. I I i Emergency Spillway: An Emergency Spillway is not required. k t ``,�illllllfll// i �\A S. NOTE: See attached Waste Utilization Plan - SEAL 023994 DESIGNED: 4Lv7.� 4 . 7.,( '•,� 74)S,'E�\Q DATE:_ S/Z7 D COMMENTS: This design is to show updated start/stop pump elevations. All data was collected x from original lagoon design dated 8/31/1993 and signed by Jimmy Vinson. k A0e / k �h►S 1 /4gQo� O(ESIa S 7oP lio�vr-►G a al�i�s/_7'?�r�� p f GA04 O QS llr?, Po/ Q r/� i� �f 2 s Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3434 t