Loading...
HomeMy WebLinkAbout090100_Permit Renewal Application 2019_20190410State 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, 2019, 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 Apri13, 2019. 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. Farm Number. 09-0100 Certificate Of Coverage Number AWS090100 2. Facility Name: Oak Springs Sow Farm 3. Landowner's Name (same as on the Waste Management Plan): Oak Springs Sow Farm LLC 4. Landowner's Mailing Address: 2214444wWitiflAiny p o • look,29 79 City: Reiglt- 6l helido s State: NE Zip: 63r.28337 Telephone Number. 910-866-4395 Ext. E-mail: 5. Facility's Physical Address: 1141 Allen Priest Rd City: Council State: N_C Zip: 28434 6. County where Facility is located: Bladeq 7. Farm Manager's Name (if different from Landowner): David C Nordin 8. Farm Manager's telephone number (include area code): 910-293-5330 Ext. 9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC 10. Operator Name (OIC): Brandon Lee Jones Phone No.: 910-366-9420 OIC ##: 1003695 11. Lessee's Name (if there is not a Lessee, write 'None"): 12. Indicate animal operation type and number. Current Permit: Operations Type Allowable Count Swine - Farrow to Wean 1,808 Operation Types; IBS Cattte Dry Poultry Other Tvpes 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 Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Stns;ture Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard 'Redline" (Inches) -99=tOtrf —19:0er- -1--4-066:96 49. — ikl Clay /, 2934G2o, at 793 /9.r Mail 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) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), sinned by the owner and a certified technical specialist. 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 MRCS 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, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal®ncdenr.gov Name: Signature: Name: 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 S25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than' S10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a executive officer of the corporation): -. ►V � �►3i►Y :s rtie: Vw11@-r iPra ce: _ Date: 3fz.o%lot Signature: Name: Signature: Title: Date: Title: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal{a3ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 Version --November 26.2018 • Mortality Management Methods indicate which method(s) will be implemented. 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 El ci 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 be at least one foot above the seasonal high water table. Attach burial location map and plan. • El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106468:7. ElComplete incineration according to 02 NCAC 52C .0102. CI Q 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, additional requirements must be met and a permit is required from NC DEQ. EI 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). a fl Any method which, in the professional opinionisof 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). QMass 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 temr;, •cedure • measures for disposal according to G.S. 106-399.4. % Signature of Farm . • ner/Ma ager Signature of Technical Specialist Date 3 /A lq Date Nutrient Management Plan For Animal Waste Utilization 05-31-2013 This plan has been prepared for: Oak Springs Sow Farm (09-100) Oak Springs Sow Farm, LLC P.O. Box 2979 Elizabethtown, NC 28337 (910) 872-0004 (1()T11{, PAGE ONLY This plan has been developed by: Ronnie G. Kennedy Jr. Agriment Services, Inc. PO Box 1096 Beulaville, NC 28518 252 , Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. Date Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: 6 �3 Technical Specialist Signature ate Preview Database Version 3.1 Date Printed: 05-31-2013 Cover Page 1 MurphyBrown, LLC 7/29/2009 NUTRIENT UTILIZATION PLAN P.O. Box 856 Warsaw, NC 28398 Growers) JCT, LLC 9-100 Farm Name: Oak Springs County: Bladen Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish 1808 Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180.days Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization- plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual.soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient _content of the waste. Dust apply more. nitrogen than the crop can utilize. • 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but Tess than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste onsaturated soils, when it is raining, or when the surface is frozen. Either -of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. - 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to plantinga._crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 8 This plan is based on the waste application method shown above. If you choose to change methods In the future, you need to revise this plan. Nutrient levels for different application methods are not the same. ,: The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.): Capacity Type 1808 Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish .fz Waste Produced per Animal 3212 gal/yr 4015 gallyr 10585 gallyr 223 gaVyr 838 gallyr 986 gaVyr Total Total 5,807,296 gaVyr gallyr gaVyr gal/yr gallyr gal/Yr 5,807,296 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Cacity 1808 Type Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish • Nitrogen Produced per Animal 5.4 Ibslyr 6.5 Ibslyr 26 Ibslyr 0.48 Ibslyr 1.96 Ibslyr 2.3 Ibslyr Total 9,750 Ibs/yr Ibs/yr Ibs/yr Ibs/yr ibs/yr lbs/yr Total 9,750 Ibslyr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen at the crops under Irrigation may uptake and utilize in the normal growing°season: 7 "= Total Irrigated Acreage: Total N Required 1st Year: Total N Required 2nd Year: 23 9890 0 Average Annual Nitrogen Requirement of Crops: 9,890.00 *see narrative Total Nitrogen Produced by Farm: 9,750.00 Nitrogen Balance for Crops: (140.00) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop In the specified crop rotation schedule for this facility. 2 of 8 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1st Crop lst Crop Lbs N1Ac Lbs N Total lbs N Acre ge Type Code Apply Yield Ibs NlUnit Residual /Ac Utilized T3073 1 8.6 WaB 3 14.4 WaB March -Sept March -Sept 7.0 7.0 50 50 350 350 3010 5040 2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N Code Apply Yield Ibs NlUnit Residual IAc Utilized L Total Total tbs N Lbs N/AC Utilized Sept Sept 2 2 40 40' 80 80 688 1152 430 430 3698 6192 4 *r: Totals: 23 8050 3(a) of 8 1840 9890 Reception Area Specifications Tract Field Irrigated Solt 1st Crop Time to 1st Crop ist Crop Lbs N/Ac Lbs N Total Ibs N Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs NI Total 'Total Ibs N Code Apply Yield tbs N/Unit Residual /Ac Utilized r Lbs N/Ac I Utilized A-. Totals: NM 0 0 3(b) of 8 This plan does not Include commercial_fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in: some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine Inches. Cattle should be removed when plants are grazed to a height of four inches. In where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (Le. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as Is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grainytetc, Is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two Inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized / unit yield A _ Barley 1.6 Ibs N / bushel B ---_,, i..K.~ . Hybrid Bermudagrass - Grazed 50 Ibs N / ton r• _C , `f,e j , . yuHybl'id Bermudagraps - Hay 50 Ibs N / ton D i Corn - Grain . 1.25 Ibs N / bushel E Corn - Silage 12 lbs N / ton F Cotton 0.12 Ibs N / lbs lint G Fescue - Grazed 50 Ibs N / ton H Fescue - Hay 50 Ibs N / ton I Oats 1.3 lbs N / bushel J .Rye 2.4 lbs N / bushel K - Small Grain - Grazed 50 lbs N / acre ;, -4. L,: -zivi,-,; ;-.t,,„; , Stull, Grain Hay 50 lbs N / acre --M t,•?=:+ •€i :: -i�. I_ tT •4-,Grain Sorghum_ ;i;v.. 2.5 Ibs N / cwt N ;,� Wheat 2.4 Ibs N / bushel 0 Soybean 4.0 Ibs N / bushel P Pine Trees 40 lbs N / acre / yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres to the fields listed may, and most likely will be, 1yy1r,/]+��+.,.p than the acres shown In the tables. See attached map showing the fields to be used for the utilization of animal waste. _ ,::,.4 of 8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal In the lagoon sludge Farm Specifications PAN/yr/animal Farm Total/yr 1808 Farrow to Wean 0.84 Farrow to Feeder.,; 1 r Farrow to Finish 4.1. Wean to Feeder 0.072 Wean to Finish 0.306 Feeder to Finish 0.36 1518.72 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1518.72 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above.., If you remove the sludge every 5 years, you will have approximately 7593.6 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 25 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 60.7488 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensilfg that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. *This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary' storage and the temporary storage must be removed on tJe t erage of once„every 6 months. In no instance should the volume of the waste stored in yourstructurebe within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining: the amount of waste per.acr end the proper application prior to applying the waste. - • 5of8 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Typed Crop "' inlhr * inches 1 WaB C 0.6 1 3 WaB C 0.6 1 6 of 8 Additional Comments: The PAN rates used in this plan are taken from the existing plan for this facility, completed 7/19/1995 by the Bladen County USDA-NRCS office. There is no change in PAN generation, acreage, method of application, etc., that would qualify this new plan as a major modification. For this reason, existing PAN rates were used. AO- 7 of8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Oak Springs Owner: JCT, ;LLC 9.100 Manager: Owner/Manager Agreement: Uwe understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. 1/we know that any expansion to the existing design_ capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and anew certification to be submitted to DWQ before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Signature: • JCT, LLC Name of Manager (if different fronrtowner): Signature: Name of Technical Specialist: Affiliation: Address: Signature: 1-Telephone: Date -, •. cam., C‘t \c\0 C c\ • Zude;/7/404,4-: Kraig Westerbeek Date Murphy -Brown, LLC. 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 (910) 293-3434 Date 8 of 8 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application; recievinp crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding Tess than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but Tess 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 disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When .animal..waste. isto:be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste Is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surfacewaters and in a method which does not cause drift from the'site uring applicatio' 'No ponding'should occur in order to control odor and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface Is frozen. ..,1 of 3 JEN NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste,shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dorrrancy.- • "' 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 than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to"reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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. 2 of 3 • NUTRIENT UTILIZATION PLAN REQUED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on ail disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or dischargQ,- 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 breakdowns4eaks and spills. A regular maintenance checklist should be kept on site., - - „4 �'` 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if . animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21 Highly visible -markers shallbe installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons.: Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soli shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrict(os require waste to be applied based on other nutrients, resulting in afiower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste, shall be maintained for a minimum of five years. 23 Dead 'animals .will be disposed• -of in a manner that meets North Carolina regulations. 3 of 3 tfr Grower: OAK SPRINGS Address: PO BOX 856 WARSAW, NC 28398 County: BLADEN Designed By: JCB Checked By: DSE Date: Sheet 1 of 7 03/10/09 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION Nursery: Wean to Finish: Finishing: Farrow to weanling: Farrow to feeder: Farrow to finish: Boars: Storage Period: 25 Yr. / 24 Hr Storm Event "Heavy Rain" Factor Rainfall in Excess of Evaporation Additional Water Usage: Additional Drainage Area: Farm Population: Not hi}::: I: •�::r�T� LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (YIN) Does Operator Want Emergency Spillway? (Y/N) Was This Design Built Prior to Sept. 1996? (YIN) Is Drain Tile Req'd to Lower SHWT? (Y/N)Seasonal High Water Table Elev: Freeboard: Emergency Spillway Flow Depth: N,:i Side Slopes: r urn i P.(.10 }i: i't IIlle C.; C;C:i i,. ntl%1.. 2 (1! .. Top of Dike Elevation: Depth Finished Bottom Elevation: BOTTOM E 13.31 Ft. Start Pump Elevation: 20.16 In. Stop Pump Elevation: -------------- 55.32 In. LAGOON VOLUME Storm Stor = Temporary = Permanent = Total Volume = REQUIRED VOL. DESIGN VOLUMES 86746 (Cu.Ft.) 272143 (Cu.Ft.) 782864 (Cu.Ft.) 1,141,753 (Cu.Ft.) 87,395 (Cu.Ft.) 351,066 (Cu.Ft.) 784,960 (Cu.Ft.) 1,223,420 (Cu.Ft.) 1/2 Treatment Volume = 1/2 Treatment Volume Elevation = 90 Temporary Storage Volume Elevation = 391,432 (Cu.Ft.) 90.49 Ft. 95.70 Ft. Min. Required Liner Thickness Lagoon Surface Area: (Inside TOD) Y N Y N 0 0 0 1808 Hd. 0 0 0 180 Days 7.5 In. 7.0 In. 1.0 Ft. 3 :1 (H:V) 98.81 Ft. 85.50 Ft. 97.13 Ft. 94.20 Ft. REQ'D. 100.75% 129.00% 100.27% 107.15% 99.85 In. 37.30 In. 1.9 Ft. 138,793 S.F. Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 (910) 293-3434 Grower: OAK SPRINGS Designed By: JCB Address: PO BOX 856 Checked By: DSE WARSAW, NC 28398 Date: 03/10/09 County: BLADEN Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS BASE VOLUME: r 2b4b11Cu. Ft. LAGOON STAGE -AREA VOLUMES Contour Elevation (FT.) Area (SF) Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 86.00 49,912 25,461 87.00 72,144 61,028 86,489 88.00 84,142 78,143 164,632 89.00 91,092 87,617 252,249 90.00 95,769 93,431 345,680 91.00 100,007 97,888 443,568 92.00 104,025 102,016 545,584 93.00 108,210 106,118 651,701 94.00 112,469 110,340 762,041 95.00 116,727 114,598 876,639 96.00 121,279 119,003 995,642 97.00 126,074 123,677 1,119,318 98.00 130,969 128,522 1,247,840 98.81 138,793 109,254 1,357,093 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 1,141,753 CF CUMULATIVE VOL ZONE VOL. 107.15% END PUMP = = = = 94.20 FT START PUMP = _ : 97.13 FT MAX STORAGE = 97.81 FT 784,960 CF TR'MT 1,136,026 CF TEMP 1,223,420 CF STORM 784,960 100.27% 351,066 129.00% 87,395 100.75% Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 (910) 293-3434 Grower: OAK SPRINGS Address: PO BOX 856 WARSAW, NC 28398 County: BLADEN Designed By: JCB Checked By: DSE Date: 03/10/09 Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: 'Animal Type Capacity * ALW * (cu.ft./Ib) = Total' Nursery 0 30 1.00 0 Wean to Finish 0 115 1.00 0 Finishing 0 135 1.00 0 Farrow to weanling 1,808 433 1.00 782,864 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.)= Sludge Storage Volume: 782,864 [Anima Type Capacity * ALW * (cu.ft./b) = Tota Nursery 0 30 0.00 0 Wean to Finish 0 115 0.00 0 Finishing 0 135 0.00 0 Farrow to weanling 1,808 433 0.00 0 Farrow to feeder 0 522 0.00 0 Farrow to finish 0 1,417 0.00 0 Boars 0 _ 400 0.000 0 Total Required Sludge Storage Volume (cu. ft.)= Temporary Storage Volume: Manure Production: 0 Animal Type Capacity * Sto. Period d.Iday) = Tota Nursery 0 180 0.30 0 Wean to Finish 0 180 1.17 0 Finishing 0 180 1.37 0 Farrow to weanling 1,808 180 4.39 1,430,032 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 180 14.38 0 Boars 0 180 4.06 0 Total Manure Production (gals.)= Total Manure Production (cu.ft.)= Excess Fresh Water: 1,430,032 191,181 IJAnima Type Capacity ' Sto. Period d.Iday) = Tota Nursery 0 180 0.00 0 Wean to Finish 0 180 0.00 0 Finishing 0 180 0.00 0 Farrow to weanling 1,808 180 _ 0.00 0 Farrow to feeder 0 180 0.00 0 Farrow to finish 0 180 0.00 0 Boars 0 180 0.00 0 Total Fresh Water Excess (gals.)= Total Fresh Water Excess (cu.ft.)= 0 0 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower. OAK SPRINGS Designed By: JCB Address: PO BOX 856 Checked By: DSE WARSAW, NC 28398 Date: 03/10/09 County: BLADEN Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (138793 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft. Vol.= (138793 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 25Yr.I24Hr. Storm Event (cu.ft)= "Heavy Rain" Storage: VoI.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft. Vol.= (138793 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft. Total Required Volume for "Heavy Rain" (cu.ft.) = (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required 0 Total Required Storm Storage (25Yr. / 24Hr. Storm + 'Heavy Rain')= Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = Total Required Permanent Storage (Treatment + Sludge) = TOTAL REQUIRED VOLUME =1141753 (CU.FT.) 80,963 86,746 86,746 (CU.FT) 272,143 (CU.FT) 782,864 (CU.FT) Murphy -Brown, LLC Engineering r'f' P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower. OAK SPRINGS Designed By: JCB Address: PO BOX 856 Checked By: DSE WARSAW, NC 28398 Date: 03/10/09 County: BLADEN Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation Emergency Spillway Crest Elevation Top of 25Yr. / 24Hr. Storm Storage Top of "Heavy Rain" Storage Start Pump Elevation End Pump Elevation Top of Sludge Storage Seasonal High Watertable Elev. Finished Bottom Elevation Inside Top Length Inside Top Width Side Slopes Lagoon Surface Area Min. Liner Thickness (if required) Freeboard Depth Temporary Storage Period Zone Depths: TOTAL DESIGN VOLUME = 1223420 (CU.FT.) Treatment / Sludge Storage Zone Depth ----- Temporary Storage Zone Depth Freeboard / Storm Storage Zone Depth -----__---- Total Lagoon Depth Murphy -Brown, LLC Engineering 98.81 FT. Not Al Applicable 97.81 FT. Not Applicable 97.13 FT. 94.20 FT. Not Applicable 0.00 85.50 FT. Not Applicable Not Applicable 3:1 H:V 138,793 SF 1.9 FT. 1.00 FT. 180 Days 8.7 FT. 2.9 FT. 1.7 FT. 13.3 FT. P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower. Address: County: OAK SPRINGS PO BOX 856 WARSAW, NC 28398 BLADEN Designe JCB Checker DSE Date: 03/10/09 Sheet 6 of 7 ZONE ELEVATIONS TOP OF DIKE ELEV = 98.81 1 / STRT PMP EL= 97.13 END PMP EL. = 94.20 1 TOP OF STORM ELEV = 97.81 TOP OF TEMP STORAGE ELEV = 97.13 TOP OF TREAT ELEV = 94.20 FINISHED BOTTOM ELEV = 85.50 / /1 / 1 / t SHWT = 0.00 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: OAK SPRINGS Designed By: JCB Address: PO BOX 856 Checked By: DSE WARSAW, NC 28398 Date: 03/10/09 County: BLADEN Sheet 7 of 7 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. Emergency Spillway: An Emergency Spillway is not required. `,,``` I11� j �+. 'rrri .6:1;17-1/41..<:11:1::::-;:::::. NOTE: See attached Waste Utilization Plan = L _ 02399¢ DESIGNED: DATE: 3 /O/O r • S. 0 ���!l11t1i1tt� COMMENTS: The lagoon has been designed as an irregular shape. This design is update of start and stop pump elevations and to show the 1/2 treatment volume level for sludge storage. This design does not supercede the original certification of the farm. 141r )� 19 ,4S-iv. Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 FARMS MC.Ialielabak ENGINEERING DEPARTMENT PHO C : OW) 289 - 2111r OCT. 630 NORM cvrauNA :41+5e P• D. SOX 739 ROSE MU. :i!ti.? - t!Q ...�i I��•�.' i^'... �'.; �,i Al / (- y.p. ) CALC11LA -up , I 12,1' -K 1 i } �: i -,. r SCALE - ; . °62i • •I_ i '1i». _ i i --- 9; 1 ! _ I I , = T-t_ --' -! .. Lfrt r • I1.;' ��1 j ± .. r: EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910)433-3300 EMERGENCY MANAGEMENT SERVICES (EMS) (910)862-6760 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)862-3179 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)862-3179 COOPERATIVE EXTENSION SERVICE (CES) (910)862-4591 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave 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 posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow - possible solutions are: a) Add soil to berm to increase elevation of dam. b) Pump wastes to fields at an acceptable rate. c) Stop all flow to the lagoon immediately. d) Call a pumping contractor. e) Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions include: a) Immediately stop waste application. b) Create a temporary diversion to contain waste. c) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s) that cause the runoff. e) Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Close valves to eliminate further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks - possible action: a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b) If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 1 12/12/2007 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, after hours, emergency number: (919) 733-3942. Your phone call should include: your name, facility number, and telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of the movement of the spill, weather and wind conditions. The corrective measures that have been undertaken and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the local NRCS office for advice / technical assistance phone number. If none of the above works call 911 or the Sheriff's Department and explain your problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: Murphy Brown, LLC b. Contractors Address: P.O. Box 856, Warsaw, NC 28398 c . Contractors Phone: (910)293-3434 6. . Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Kraig Westerbeek b. Phone: (910) 293 - 5330 7. 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. 2 12/12/2007 OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially Important to manage +evels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available In the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudsgrase) or when there ere extended rainy spells such as a thunderstorm season in the summertime, Title Means that at the first sign of plant growth In the later winter / early spring, Irrigation according to a fear waste management plan should be done whenever the land In dry enough to receive lagoon liquid. This will make storage apace available in the lagoon for future wet periods. In the late summer / early fell the lagoon should be pumped down to the low marker (see Figure 2.1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Welting until the lagoon has reached Its maximum storage capacity before starting to irrigated does not leave room for storing excess water during extended wet periods. overflow from the lagoon for any reason except a 25-yeer, 24-hour storm is a violation of state law end submit to penalty action. The routine maintenance of a lagoon involves the following: • Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilized applied should be based on a soils test, but In the event that it i8 not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with SO0 pounds per acre of 10.10-10, or equivalent. • Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done et least once a year and possibly twice In year* that weather condition ere favorable for heavy vegetative grow. NOTE: if vegetation is controlled by spraying, fro herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and sty events. hems to be chocked should include, as a minimum, the following: Waste Inlet Pipes, cycling Pipes, and Overflow Pipes » lock for: 1. separator, of its 2. +cracks or breaks 3. accumulation of salts or minerals 4. oversfl condition of pipes 2 1400202150044 Lagoon surface •• look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment .. book : 1. settlement, cracking, or lug" 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 Larger lagoons may be subject to liner damage due to wave action caused by strop winds. These waves can erode the lagoon s wad. thereby weakening the lagoon dam A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sideweli, baffles in the lagoon may be used to reduce the wave Impacts. Any of theme features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert construction of waste lagoons. You may reed to providemp car with if is a threat of a waste discharge. However, a temporarythere a technical expert Any digging � a permanent solution should be reviewed by the undertaking with potentially serious ie�nndam with heavy equipment Is a serious recommended by an appropriate technical ces and should not be conducted unless 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 you are not completely "surprised- operated frequently enough so that pumping system maintenance at a time manfailure. You should perform your allow some safety time shouldyourlagoon is at its low level. This will not the time to think about m be required. Having a nearly full lagoon is lagoon Is full, your neighbor's e� lagoon � is full also. or borrowing pumps. Probably, if your inventory of spare parts or pump also You should consider maintaining an • Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drains runoff) away fromyour �• gutter cadets, and parking lot moon 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: t • adequate vegetation 2. diversion capacity 3. ridge berm height MOO202150033 3 Identified problems should be corrected promptly. It Is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 8 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 surf water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a c niplots sod cover on bare soil surfaces to avoid erasion. 2. pill 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 dime near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bactenal establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.28 pint 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 lagoon liquid pH. If the pH falls below 7.0. add agricultural lion at the rate of 1 pound per 10O0 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 bubblhng, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended If these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater Is added to a lagoon, the better the lagoon will function. plush 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 welt. • Practice water conse vation -M- minimize buildhng water usage and spillage from Leaking waterers, broken pipes and washdown through proper maintenance and water conservatkin. M0OSO t 0036 A Minimize feed wastage and spillage by keeping feeders adjusted. This Will reduce the amount of solids entering the lagoon. Management: • Maintain Lagoon liquid level between the permanent storage level and the full temporary storage level. • Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum 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 boon liquid level lower than the permanent storage level unless you are removing sludge. • Locate float pump Intakes approximately le inches underneath the liquid surface and as far away from the drainpipe inlets as passible. • Prevent additions of bedding materials, long-stemmed forage or vegetation. molded feed, plastic syringes, or other foreign materials Into the lagoon. • Frequently remove solids from catch basins at end of confinement houses or wherever they are Installed. • Maintain strict vegetation, rodent, and varmint control near lagoon edges. • Do not allow trees or large bushes to grow on lagoon darn or embankment. • Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. • if animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: • proper lagoon sizing, • mechanical solids separation of fluffed waste, • gravity settling of flushed waste solids In an appropriately designed basin. or MOO202250031 • minimising feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term wilt. • have more nutrients, • have more odor, and • require more lend to properly use the nutrients. Removal techniques: • Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper • agitator impeller pump through large - bore sprinkler irrigation system onto nearby cropland; end soil incorporate. • ()avatar the upper peat of lagoon by Irrigation onto nearby cropland or forageland; mix remaining sludge; pump Into liquid sludge applicator; Piaui and spread onto cropland or forageland; and soil incorp oreto. a Dwet rsthe upper part of lagoon by irrigation onto nearby cropland or forageland: dredge receive the from lagoon or sludge barge; berm an area beside lagoon tosot liquids can drain back into lagoon; allow sludge to dewater; haul end spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste appiicatlon rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -fine operator will ensure that the lagoon liner remains Intact. if you see soil material or the synthetic liner material being disturbed, you should stop the activity Immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner Is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this It should probably be applied to land with low phosphorus and metal levels, as Indicated by a soli test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soli -test phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for Its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure 6 MO0202130038 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. Sterns which may lead to lagoon failures include: • Modification of the lagoon structure -- an example le the placement of a pipe in the dem without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels -- high iavels are a safety risk. • Failure to inspect end maintain the dam. • Excess surface water flowing into the lagoon. • Liner integrity — protect from inlet pipe scouring. damage during sludge removal. or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the darn, the moving water will soon cause gullies to form in the darn. Once this damage starts, It can quickly cause a large discharge of wastewater and possible dam failure. EMERGENCY ACTION PLAN 7 MO0202180030 c) Have a professional evaluate the conditio- of the sidewalls and the lagoon bottom as soon as possible. Assess the extent of the spill and note any obvious damages. a) Did the waste reach surface waters? b) Approximately how much was released and for what duration? c) Any damage notes, such as employee injury, fish kills, or property damage d) Did the spill leave the property? e) Does the spill have the potential to reach surface waters? f) Could a future rain event cause the spill to reach surface waters? g) Are potable water wells in danger (either on or off the property)? h) How much reached surface waters? A vate Environmental Emergency Contact Plan (attached) 3. If ne of the above works call 911 or the Sheriffs Department and explain your problem to em and ask the person to contact the proper agencies for you. 4. I lement procedures as advised by DWQ and technical assistance agencies to rectify th . damage, repair the system, and reassess the waste management plan to keep pr ' lems with release of wastes from happening again. RPHY 1 1 ►� r Maintenance r-. • Regulatory Agency • Farm Employee Farm Manager '/ i ILNM Land Technician LNM IDirector r Murphy -Brown Environmental and Government Affairs Group EMS.'ISO ENVIRONMENTAL EMERGENCY ACTION CONTACT PLAN Heavy Equipment Manager Smithfield Foods, Inc. C cISO O1%Forrns and Policies\emergency action plan.doc INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Cause BMP's to Minimize Odor Site Specific Practices Flush Gutters (Liquid Systems) Accumulation of solids Lagoons and Pits Crusted Solids Nl Rush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. () Remove bridging of accumulated solids at discharge Excessive Vegetative Decaying vegetation Growth (ilaintain lagoons. settling basins and pits where past 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. (jiMaintain vegetative control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) ceders Feed Spillage (WDesign, operate and maintain feed systems (e.g., eed bunkers and troughs) to minimize the accumulation of decaying wastage. (y Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). age Accumulations of feed residues umal Holding Areas Accumulations of animal wastes and feed wastage ( 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 roducts). (/ Inspect for and remove or break up accumulated solids in filter strips around feed storage es needed. (r1 Eliminate low area that trap moisture along fences and other locations where waste accumulates and and disturbance by animals is minimal. (f 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). bet 11. 1996 L Manure Handling ims Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 days interval during winter) where manure is loaded for land application or disposal. () Provide for adequate drainage around manure - () Inspect for and rernove or break up accumulated wastes in -filter stripes around stockpiles and manure Isand&ng areas as needed. The issues checked () pertain to this operation. The landownerrntegrat:or agrees to use sound judgment in.applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. rA ,....,...A3, �d ndo ner Signature) r more information contact -the Cooperative Extension Service, Department of Entomology, Box 7613,.North Carolina State University, Raleigh, NC 695-7613. IIC—November 11, 1996 ice Farmstead SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Cause Swine production BMP's to Minimize Odor (rYGegetative or wooded buffers; (Recommended best management pr ctices; (Wood judgment and common sense Site Specific Practices Animal body surfaces Dirty manure -covered animals Floor surfaces Wet manure -covered floors Manure collection pits Urine Ventilation exhaust fans ( ) Dry floors (4Iotted floors; (J4 aterers located over slotted floors; (4eeders at high end of solid floors; (,YSrcrapo manure buildup from floors; () Underfloor ventilation for drying Parital micorbial decomposition (.)#requent manure removal by flush,pit recharge,or scrape () Underfloor ventilation Volatile gases; Dust Indoor surfaces Dust Flt•-4 tanks Rush alleys (krFan maintenance; (44fficient air movement (tifWashdown between groups of animals () Feed additives; () Feeder covers; ( ) Fsed delivery downspout extenders to feeder covers Agitation of recycled lagoon liquid whiles tanks are filling () Flush tank covers () Extend fill lines to near bottom of tanks with anti -siphon vents Agitation during wastewater conveyanance Pit recharge points Agitation of recycled lagoon liquid while pits are filling Jft stations () Underfloor flush with underfloor ventilation () Extend rechard lines to near bottom of pits with anti -siphon vents Agitation during sump tank filling and drawdown )utside drain collection Agitation during wastewater 'r junction boxes conveyance . nd of drainpipes at lagoon Agitation during wastewater sgoon surfaces () Sump tank covers () Box covers () Extend discharge point of pipes underneath lagoon liquid level Volatile gas emissions Biological mixing Agitation !gation sprinkler nozzles: High pressure agitation Wind draft 10, .. 'ember 11. 1996 l Y roper lagoon liquid capacity Correct lagoon startup procedures ( ')/Minimum surface aroa-to-volume ratio (Minimum agitation when pumping () Mechanical aeration ( ) Proven biological additives Ir 'gate on dry days with little or no wind ( inimum recommended operation pressure ( mp intake near lagoon liquid surface () Pump from second -stage lagoon Storage tank or basin CO Salving basin surface Manure, slurry or sludge spreader outlets Partial microbial decomposition Mixing while filling Agitation when emptying () Bottom or midlevel loading ( ) Tank covers () Basin surface mats of solids ( ) Proven biological additives or oxidants Partial micobial decomposition () Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying () Remove settled solids regularly Uncovered manure, slurry or sludge on field surfaces Dead animals Agitation when spreading Volatile gas emissions ( ) Soil injection of slurry/sludges () Wash residual manure from spreader after use () Proven biological additives or oxidants Volatile gas emissions while drying ( ) Soil infection of slurry/sludges ( ) Soil incorporation within 48 hours ( ) Spread in thin uniform layers for rapid drying ( ) Proven biological additives or oxidants Dead animal disposal pits Incinerators Carcass decomposition (ti%Proper disposition of carcasses Carcass decomposition (b( Complete covering of carcasses in burial pits (Proper location/construction of disposal pits Incomplete combustion () Secondary stack burners Standing water around Improper drainage ( ) Grade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained access roads •o- from farm access n , arm access road maintenance ►dditional Information: wine Manure Management 0200 Rule/BMP Packet wine Production Fart Potential Odor Sources and Remedies, EBAE Fact Sheet wine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 wine Production Facility Manure Management: Underfloor Fluse—lagoon Treatment; EBAE 129-88 igoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 alibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet mtrolling Odors from Swine Buildings; PIH-33 vironmental Assuranc Program: NPPC Manual itions for Managing Odor; a report from the Swine Odor Task Force isance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Available From: NCSU-County Extension Canter NCSU-BAE NCSU-BAE NCSU-BAE NCSU-BAE NCSU-BAE NCSU-Swine Extension NC Pork Produces Assoc NCSU Agri Communications Florida Cooperative Extension e issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying or control measures as practical. srtify the aforementioned odor control Best Managment Practices have been reviewed with me. PC —November 11, 1996