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HomeMy WebLinkAbout330017_Application_20240215State 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. L Certificate Of Coverage Number: AWS330017 2. Facility Name; Ker�t JQhns�nJlo -- ti � _ g_Farn, — =- - - 3. Permittee's Name (same as on the Waste Management Plan): Jeannette W Johnson 4. Permittee's Mailing Address: 13958 N C 43 N City: Rocky Mount State: NC Telephone Number: 919443-9920 Ext. E-mail: 5• Facility's Physical Address: Nobles Mill Rd City: Rocky Mount State: NC 6. County where Facility is located: Edeecombe 7. Farm Manager's Name (if different from Landowner): _Stephen T Brewer 8. Farm Manager's telephone number (include area code): 252-289-6598 Ext. 9. Integrator's Name (if there is not an Integrator, write "None"): M urphy-Brown LLC 10. Operator Name (OIC): Stephen T. Brewer Phone No.: 252-289-6598 11. Lessee's Name (if there is not a Lessee, write "None"): Stephen T Brewer 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine - Feeder to Finish 1,268 Operation nes'' _ - _ _._ Swine Wean to Finish Cattle Dairy Calf Dry Poultry Wean to Feeder Dairy Heifer Non Laying Chickens Laying Chickens Farrow to Finish Milk Cow Pullets Feeder to Finish Dry Cow Turkeys Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers Zip: 27801 Zip: 27801 OIC #: 18227 Other Types Horses - Horses Horses - Other Sheep - Sheep Sheep - Other 13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Name Structure Type (Lagoon/Digester/ WSP) Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) LAGOON 1 Lagoon 1/1/1980 Full, clay 249,171.00 38,325.00 19.00 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(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_snecial&t;-eon`raining: -- _a. The method b_y-.which waste -is applied fo the dis�osaTfields (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 £ 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. �- Lm 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): r,J L 27� ill L`0 17-:J'm/'2 Title: C... 14g4g-' eL° Signature: , d`f' ,G ✓ Date: a2 Name (Print): `e- {���— Title: Signature: J-��' -- Dater - t Dame (Print): Signature: Title: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.ne.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: G. Kent Johnson Hog Farm Roland H. Mohesky P.O. Box 215 Sharpsburg, NC 27878 252-977-7881 05-13-2004 This plan has been developed by: Greg Griffin Edgecombe SWCD P.O. Box 10 Tarboro, NC 27886 252�641 -7900 0a Developeignature 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) Date 4 Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved y Technical Specialist Signature , Date --------------------------------------------------------- -------------------------------------------------------------- g 494525 Database Version 3.1 Date Printed: 05-13-2004 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 1,175,436 gals/year by a 1,268 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 2707 Incorporated 4649 Injected 5120 Irrigated 2943 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 5,336.40 2,131,577 -956,141 - - ---------------------------------------------------------------------------------------------------------------------- Note: In source ID, S means standard source, U means user defined source. 494525 Database Version 3.1 Date Printed: 05-13-2004 Source Page Page 1 of 1 Narrative This farm is operating as a finishing operation with a 1268 feeder to finish animal capacity. The certification for the farm lists the animal population as 2000 wean to feeder and 850 feeder to finish. This plan is for 1268 feeder to finish animals which equals the steady state live weight for the 2000 wean to feeder and 850 feeder to finish. A ------------------------------------------------------------------------------------------- g g 494525 Database Version 3.1 Date Printed: 05-13-2004 Narrative Page Page 1 of 1 The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available. Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 1975 3 14.50 5.00 2.0 Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Tons 1975 5 9.70 8.70 2.0 Norfolk Fescue Hay 3.5 Tons 1975 6 4.00 4.00 2.0 Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Tons 1980 4 2.40 2.40 2.0 Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Tons PLAN TOTALS: 30.60 20.10 Li Potential Leaching Technical Guidance Low potential to contribute to soluble None < 2 nutrient leaching below the root zone. Moderate potential to contribute to Nutrient Management (590) should be planned. >— 2 & soluble nutrient leaching below the root <= 10 zone. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 494525 Database Version 3.1 Date Printed 5/13/2004 NOTE: Symbol * means user entered data. PCS Page Page I of 1 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. "4 Notes: 1. In the tract column, — symbol means leased, otherwise, owned. L. �)ymooi 111CUllh USC1 cuLcIcU uata. "`` • , WUT Page Page 1 of 1 494525 Database Version 3.1 Er�nted� 5(� a - i The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) Norfolk 0.50 1.0 1975 3 Norfolk Norfolk 0.50 0.50 1.0 1.0 1975 5 1975 6 Norfolk 0.50 1.0 1980 4 494525 Database Version 3.1 Date Printed 5/13/2004 IAF Page Page 1 of 1 NOTE: Symbol * means user entered data. / The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate Minimum Acres Minimum Acres 10 Years Accumulation 1000 gal/ac 5 Years Accumulationon Minimum Acres 15 Years Accumulati Swine Feeder -Finish Lagoon Sludge - Standard :�orn 120 bu Hay 6 ton R.Y.E. Soybean 40 bu 150 300 160 13.16 15.90 31.79 26.32 7.95 15.90 14.04 14.90 29.81 47.69 23.84 44.71 % ---- - ---------------------------------------------------------- ---- -- - -- - 494525 Database Version 3.1 Date Printed: 05-13-2004 Sludge Page Page 1 0 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 Storage Capacity is calculated as of the end of each month. ------- --------------------------------------- --- - ---------------------------------------------------------------------- 494525 Database Version 3.1 Date Printed: 05-13-2004 Capacity Page Page 1 of 1 USDA United States Agriculture Department of Edgecombe County, North Carolina Farm 5869 Tract 1975 2023 Program Year CLU Acres HEL Crop 1 12.47 NHEL 2 13.33 NHEL 3 14.9 NHEL 4 1.58 NHEL 5 9.68 NHEL 6 3.89 HEL 7 8.99 NHEL Noncropland 8 2.68 NHEL Noncropland 10 0.1 UHEL Noncropland 11 0.53 NHEL Noncropland 12 0.36 NHEL Noncropland Page Cropland Total: 55.85 acres Map Created February 23, 2023 Base Image Layer flown in 2022 Common Land Unit Cropland Non -Cropland Tract Boundary Wetland Determination Identifiers • Restricted Use 7 Limited Restrictions ® Exempt from Conservation Compliance Provisions . �� , — rrlap� arc wi rar rrvyram auminisirauon om y. i nis map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer accepts the data'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs. Wetland identifiers do not represent the size, shape, or specific determination ofthe area. Referto your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS. Jan 13 09 09:31a Edgecombe SWCD '252) 641-7902 THIS DESIGN IS FOR A SINGLE STAGE LAGOON CLIENTS NAME DoUq Johnson Edge conbe COUNTY TODAYS DATE March 21,1996 DISTANCE TO NEAREST NONFARM RESIDENCE => 2000 FEET NUMBER OF PIGS WEANLING TO FEEDER -==--=> 2000 NUMBER OF PIGS FEM)ER TO FINISH =—===> 850 NUMBER OF SOWS FARROW TO WEANLING ======> 0 11UMBER OF SOWS FARROW TO FEEDER 0 0 NUMBER OF SOWS FARROW TO FINISH ====—=> 1.0 DEGREE OF ODOR CONTROL (minimum 1.0 cu. ftw per 1b SSLW) (maximum 3.0 cu-ft. per lb SSLW) F LLIDGE ACCUMULATION > NUXBER OF YEARS OS 5.0 YZARS TOP LENGTH AT NORKXL WATER LEVEL TOP WIDTH AT NORMAL WATER. LEVEL NORMAL WATER LEVEL ELEVATION ===`====> SEA.c>ONAL HIGH MATER TABLE ELEVATION =- > LAGOON BOTTOM ELEVATION Deptb, of permanent Water 8.0 (minimum depth without sludge - 6 feet' (mirdmum, depth with sludge = S feet) .SIDE SLOPES t-lermanent, 'Volume Required. 244650.0 permanent Volunne Pr6v!dod 249170.7 ADDITIONAL DRAINAGE AREA IN SQUARE FEET> (i.e. pumpaut perud & other outside area) LE Grp. OF PUMPING CYCLE GALLONS OF FRESH WATER ADDED DAILY -==-> . EXCESS RAINFALL ABOVE EVAPORATION =w-===> 25YR/24IM STORK &NINFALL FREEBOARD ESTIMATED TOP OF DAM 'ELEVATION Temporary Storage Volume 151392.8 265.0 VEET IG5.0 FEET 41.5 FEET 41.0 FEET 33.5 FEET feet 2.10.1 cubic feet cubic feet 0 SQU&RE FEET 300 DAYS 0 GALLONS 1-3.4 INCHES 6.7 INCHES 1.0 FEET 46.4 FEET cubic feet Top of Dam EleVat!On f 46.4 feet Inside DimenoiOrXS of Lagooll at Top of Dam Length = 384.6 feet Width = 124.6 feet Begin Pumping Elevation = 44.8 feet 3.,5 Stop Pumping Elevation 41.5 feet 17'Olume, To Be Pumped = 124636.8 cubic feet p2 jar4 13 09 09:31a r'--dgeocmbe SWCD (2521) 641-7902 P 1. STEADY STATE LIVE WEIGHT 2000 head weanling to feeder x 30 lbs. 60000 ihs 650 head feeder to finishing X 135 lbs. 114750 lbs 0 sows farrow to weanling x 433 lbs. 0 lbs 0 sows farrow to feeder x 522 lbs. 0 lbs 0 sows farrov to finish x 1417 lbs. 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) 174750 lbs 2. SLUDGE ACCUMULATION Sludge acetmulates at the rate of 0.080 cu. ft. per year per pound of STEADY STATE LIVE WEIG14T in swine. Years Of Sludge accumulation in design? 5.0 Sludge Volume = 69900.0 cubic feet 3. REQUIRSD LIQUID VOLUME OF LAGOON Design for 1.0 cu. ft. per pound SSIAW TOtal VOI=a (SSLW * Design factor) + Sludge Vclnime Total Volume 244650.0 cubic feet 4. NORMAL LAGOON LIQUID LEVEL Maintain near al lagoon liquid level at, elevation 41.5 feet Construct lagoon bottom elevation, 33.5 feet Lagoon size for norxal lagoon. liquid vol'ume Using prismodial forn.111a SS/ENDI SS/E14D2 SSJSIDE! SS/SIDE2 DEPTH 2.0 2.0 2.0 2.0 8.0 AREA OF TOP LENGTH *WIDTH 365.0 105.0 AREA OF BOTTOM Lb * Wb 333.0 73.0 ARW. OF MIDSECTION (Lm * Win) 349.0 89.0 38325.0 (ARFJ, OF TOP) 24309-0 (ARF-b- OF BOTTC-M) 31061.0 (AREA OF MIDSECTION) ,,U. YD. = (ARF-k TOP + (4*AREA MIDSECTION) + A-REA BOTTOM] * DEPTH/6 38325.0 124244.0 24aO9.0 1.333 VOLUME OF LAGOOK AT NORMAL LAGOON LIFQUID LEVEL =49170.7 CU. FT. VOLUME NEEDED = 244650.0 CU. FT. THE SURFACE DIMENSIONS OF ThE LAGOON AT N0PjWjA:j 111QUID LEVEL ,ARE 365.0 FEET LONG BY 105.0 FEET WIDE Jan 13 09 09:31a Edgecombe SWCD (,252) 641-7902 p.4 Place spoil as a continuous dike to elevation 46.4 feet. 6. TVCP0RMZY STORAGE REQUIRED DRAINAGE ARZA: Lagoon (top of dike) Length Width 384.6 124.6 47921 square feet Additional Drainage Area 0 square feet TOTAL DA 47921 square feet Pumping cycle to be 30C days. 6A. Volume of waste produced volume 17475C SSLW * 0.0101431 gallon/lb. SSLW/day in the pumping cycle / 7.48 galIMS IM: W. ft. Volume = 71124.9 cubic feet 6B. Volume of wash water This is the amount of fresh water used for washing floors or volume fresh water used for a flush system. Flush systems that recycle the lagoon water are accowited for in 6A. Volume = 0 gallons/day * 300 days in the pvriping cycle divided by 7.48 gallons per cu. ft. volume = 0.0 cubic feet 6C. volume of rainfall .in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. Excess rainfall (difference) 13.4 inches Volume = 13.4 inches DA 1 12 inches per foot Volume = 53512.0 cubic feet 6D. Volume of 25 year - 24 hour storm Volume = 6.7 inches * DA / 12 inches per foot Volume - 26756.0 cubic feet TOTAL RZqVIRED TEMPORARY STORAGE &k. 71124.9 cubic feet 5B. 0.0 cubi-- feet 6C. 53512.0 cubic feet 6D. 26756..0 cubic feet TOTAL TEMPORARY STORAGE 151392.8 cubic feet ,Wn 13 09 0�;32,a Edg,,xxnibe SW`CD "2621 Gv 4 1 -7902 P,5 7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL Ll;�UID ELEVATION or IAGOCN) Depth required = Volume of temporary storage 6j.vided by surface area of lagoon., Depth required = 151393 CU.ft. 18325 sq. ft. Depth required = 4.0 feet Nornal lagyn liquid elevation 41.5 feet Depth required 40 feet Freeboard 1.0 feet Top of Dara 4C4 feet THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT BLEVA-TION 46.4 ARE 384.6 FEET BY 124.6 FEET 8. SET BEGIN PUMPING ELEVATION PUMPED STURAGE VOLUME 6A. '71124.9 cubic feet C& 0.0 cubic feet 6C. 53512.D cubic feet TOTAL PUMPED VOLUME = 124636.3 cubic feet DePth required = Volume of pumped stci..,age divided by surface area of lagoon at raor-mai water level. Depth required = 124536.8 cu.ft. 38325.0 sq. ft. Depth required = 3.2 feet DESIGNED BY: DATE: ANPROVED BY - DATE: Operation & Maintenance Plan USDA Waste Treatment Lagoon (359) Landowner/Operator�c,,,-�\Q.;��Ve-�\rJ Date: Nall MRCS Service Center: I v Conservation District: I< Practice Location: Tract/Field ID: I (-AJ+ (LatlLong or UTM, Coord. or Sec! -ISIR) The waste treatment lagoon was designed and installed to provide storage for biological treatment of animal or other agriculture waste. The estimated life span of this installation is at least 15 years. The H span of this practice can be assured and usually increased by developing and carrying out an operatio and maintenance (O&M) program. You are required to perform inspections and O&M activities -in order for this practice to achieve the intended function, benefits, and design life. Items to inspect, operate, and maintain during the estimate design life of this practice inciude, but are not limited to, the following: • Operational requirements for emptying the waste treatment lagoon including the expected storage periodBegin removal of the liquid from ft waste treatriwit, lagoon as somas practical after the maximum operating level has been reached. Also include the requirement ftmt waste be removed from the lagoon and utilized at locations, times, rates, and volume in accordance wit the overall waste management system plan. • Include an explanation of the staff gauge Or Other Permanent marker to indicate the maximum operating level and the maximum operational drawdown. • A provision for emergency re I moval and disp�m of liquid waste in the event of an unusual storm event that may cause the waste treatment lagoon structure to fill to capacity prematurely. Instructions as needed for ventilating =11fined Spaces accotding to ASABE standard $607, Venting Manure Storages to Reduce Entry Risic An emergency action plan for lagoons where there is a potential for signirmant impact from breach ca swittental release. Include site-specft provisions for emergency acftns that will minimize ulese impacts. I A description of the routine maintenance needed for each component of the facility. Also include provisions for maintenance that may hereeded as a result of waste removal or material deterioration. insm.-Vo%ne for Ka-epfng n—e-n-nds and- -ternviai of sk4ge w4w, the ssft�dgp- a=ffn� 7szct�es t"'s Include instructions for anaerobic lagoons for including a precharging volume at lagoon startup or following sludge removal. Precharge the anaerobic lagoon with fresh water equal to the MTV prior to volatile solids loading. For Anaerobic lagoons, provide instruLton on timing removal and spreading ofwastewater in a manner that will reduce odor release. Swine Farm Waste Management Odor Control Checklist BMPs to Minimize Odor Site Specific Practices Source Cause Farmstead • Swine production Vegetative or wooded buffers; Animal body. surfaces • Dirty manure -covered an Floor surfaces • Wet manure -covered floors Manure collection pits • Urine; • Partial microbial decomposition Ventilation exhaust fans • Volatile gases; Dust Indoor surfaces • Dust Flush tanks • Agitation of recycled lagoon liquid while tanks are filling O Recommended best management practices; Good judgment and common sense O Dry floors Slotted floors; Waterers located over slotted floors; O Feeders at high end of solid floors; 17 Scrape manure buildup from floors; O Underfloor ventilation for drying Frequent manure removal by flush, pit recharge, or scrape; O Underfloor ventilation Fan maintenance; Efficient air movement Washdown between groups of animals; O Feed additives; C1 Feeder covers; 0 , Feed delivery downspout extenders to feeder covers O Flush tank covers; O Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys • Agitation during wastewater W Underfloor flush will' underfloor ventilation conveyance . Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of Pits liquid while pits are filling with anti -siphon vents Lift stations • Agitation during sump tank O Sump tank covers filling and drawdown Outside drain collection Agitation during wastewater O Box covers orjunction boxes conveyance AMOC - November 11, 1996, Page 3 Lagoon surfaces • Volatile gas emissi • Biological mixing; • Agitation irrigation sprinkler • High pressure nozzles • Wind drift Storage tank or basin • Partial microbial decompos surface • Mixing while filling; • Agitation when emptying Settling basin surface • Partial microbial decompo: • Mixing while filling; Agitation when emptying 1 Manure, slurry or sludge • Agitation when spreading; spreader outlets • Volatile gas emissions i Uncovered manure, • Volatile gas emissions whi slurry or sludge on field drying surfaces Dead animals • Carcass decomposition • Carcass decomposition pits Incinerators • Incomplete combustion ANA,) ',lovember 11, 1996, Page 4 BMPs to Minimize Odor Proper lagoon ttquiu capacay, Correct lagoon startup procedures; Ivjinimum surface area -to -volume ratio; �a""Minimum agitation when.pumping; ❑ Mechanical aeration; ❑ Proven biological additives Irrigate on dry days with little or no wind; Minimum recommended operating pressure; Pump intake near lagoon liquid surface; ❑ Pump from second -stage lagoon ion; ❑ Bottom or midlevel loading; ❑ Tank covers; ❑ Basin surface mats of solids; ❑ Proven biological additives or oxidants ❑ Extend drainpipe outlets underneath liquid level; la" Remove settled solids regularly ❑ Soil injection of slurry/sludges; ❑ Wash residual manure from spreader after use; ❑ Proven biological additives or oxidants ❑ Soil injection of slurry/sludges ,r Soil incorporation within 48 hrs.; (71 Spread in thin uniform layers for rapid drying; ❑ Proven biological additives or oxidants 0� Proper disposition of carcasses ❑ Complete covering of carcasses in burial pits; ❑ Proper location/construction of disposal pits ❑ Secondary stack burners Source Cause Standing water around • Improper drainage; facilities • Microbial decomposition of oreanic matter BMPs to Minimize. Odor Grade and landscape such that water drains away from facilities N Site Specific Practices Manure tracked onto • Poorly maintained access roads PK Farm access road maintenance public roads from farm access Available From : Additional Information NCSU, County Extension Center Swine Manure Management; 0200 RuleBMP Packet NCSU -BAE Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU - BAE Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88 NCSU - BAE Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSU - BAE Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet NCSU -Swine Extension Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc Environmental Assurance Program ; NPPC Manual NCSU Agri Cunications Options for Managing Odor; a report from the Swine Odor Task Force Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Coo Commomm Extension P Nuisance AMOC - November 11, 1996, Page 5 i source Gutters ' Lagoons and 0 Crusted v Insect Control Checklist for Animal Operations BMPs to Control Insects Site Specific Practices Excessive Vegetative • Decaying vegetation Growth Feeders • Feed Spillage Liquid Systems d Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. if Remove bridging of accumulated solids at discharge El Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 - 8 inches over more than 30% of surface. Maintain vegetative control along banks oI lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. nry CvcfemS ---j —I d! Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. Cl Clean-up spillage on a routine basis (e.g., 7. 10 day interval during summer; 15-30 day interval durine winter). Feed Storage Accumulations of feed residues ®" Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). 0' Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. AD'■� -►vember 11, 1996, Page 1 I Source Cause Animal Holding Areas • Accumulations of animal wastes (3 and feed wastage ' l7 i Dry Manure Handling • Accumulations of animal wastes 11 Systems O O BMWs to Control Insects. Site Specific Practices Eliminate low areas that trap moisture along fences and other locations where waste accumulates and disturbance by animals is minimal. Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e., inspect for and remove or break up accumulated solids as needed). 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 and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC, 27695-7613. AMIC - November 11, 1996, Page 2 N,mortality Management Methods (check which method(s) are being implemented) i n 24 hours after Burial three feet beneath the surface of behe ground at least 300 feet l from any flo wing knowledge of the death. The burial must stream or public body of water. Rendering at a rendering plant licensed under G.S. 106-168.7 Complete incineration J In the case of dead poultry only; placing in a disposal pit of a size and design approved by the Department of Agriculture u Any method which in the professional dopidnion of the nimal's valueeVeterinarian without endanger una make possible the salvage of pa human or animal health. (Written approval of the State Veterinarian must be attached) December 18, 1996 Emergency Action Plan This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or running off the site. You should NOT wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be available to all employees at the facility, as accidents, leaks, and breaks can happen at any time. 1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to problems are listed below: a) Lagoon overflow: • add soil to the berm to increase the elevation of the dam • pump wastes to fields at an acceptable rate • stop all additional flow to the lagoon (waterers) • call a pumping contractor • make sure no surface water is entering the lagoon Note: These activities should be started when your lagoon level has exceeded the temporary storage level. b) Runoff from waste application field: • immediately stop waste application • create a temporary diversion or berm to contain the waste on the field • incorporate waste to reduce further runoff c) Leaking from the waste distribution system: • pipes and sprinklers: ® stop recycle (flushing system) pump OO stop irrigation pump Os close valves to eliminate further discharge T separate pipes to create an air gap and stop flow • flush system, houses, solids separators: OO stop recycle (flushing system) pump © stop irrigation pump Os make sure no siphon effect has been created ® separate pipes to create an air gap and stop flow d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing leaks: • dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back into the lagoon • if holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. • other holes may be likewise temporarily plugged with clay soil. Note: For permanent repair measures, lagoon problems require (lie consultation of an individual experienced in their design and installation. 2) Assess the extent of the spill and note any obvious damages. a) Did the waste reach any surface waters? b) Approximately how much was released and for what duration? c) Any damage noted, such as employee injury, fish kills, or property damage? 3) Contact appropriate agencies. a) During normal business hours, call your DWQ regional office: (919) 571-4700 ; after hours, emergency number: (919) 733-3942. Your phone call should include: your name, facility, telephone number, the details of the incident, the exact location of the facility, and the location or direction of movement of the spill, weather and wind conditions, what corrective measures have been taken, and the seriousness of the situation. b) If the spill leaves the property or enters surface waters, call the local EMS: 641-7843 c) Instruct EMS to contact the local Health Department: 6417573 d) Contact CES: local MRCS office: and your integrator: [STAR .A •11 4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 5) Contact contract pumping and/or irrigation equipment companies: a) Brock Equip. 235-4111 b) W- C_yarnP1l 977-3467 c) Clover M Service, Inc. 977-2467 6) Contact dirt moving and/or heavy equipment companies: a) W.C.Varnell b) Tri-County Backhoe 977-3467 446-3083 c) Clover M Services, Inc. 977-2467