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HomeMy WebLinkAbout090141_CORRESPONDENCE_20171231Beverly saves Perdue - Governor 46 NC®EH North Carolina Department of Environment and N Division of Water Quality Coieen H. Sullins Director /ai iials lesourcaa r 4 J Dee Freeman Secretary July 14, 2010 Prestage Farms, Inc PO B x 438o 41 Clinton, NC 28329-0438 Subject: Certificate . 6'F' rage lN6. 090141 P-7 A - E Swine Waste Collection, Treatment, Storage and Application System Bladen County Dear Prestage Farms, Inc: In accordance with your request for a change in animal operation type received July 13, 2010, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Prestage Farms, Inc, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CAWMP) for the P-7 A - E, located in Bladen County, with a swine animal capacity of no greater than the following annual averages: Wean to Finish: Feeder to Finish: Boar/Stud: Wean to Feeder: Farrow to Wean: 45112 Gilts: Farrow to Finish: Farrow to Feeder: Other: 1f this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows. The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void Certificate of Coverage Number AWS090141 dated October 1, 2009. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Please pav careful attention to the record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this General Permit. Please continue to use the same record keeping forms. 1636 Mail Service Center, Raleign, North Carolina 27699-163e c ocabon: 2726 Gapital Blvd.. Raleigh. North Carolina 2760L On- Phone: 919-733-3221 1=AX: 919-715d15551 Cusiomer Service � v 1-877-623-6748 of th Carol1.na in[emet: w+rnr nvmaterquahtv.org ��iL�L I�i�L� An Eau2l Qpponu nav 1 Affirmative Amian GrnvbveT (r If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate you will need to have a new WUP developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon. storage pond, or any wetted area of a spray field. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of -this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, then an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4) hours of the, time that the National Weather Service issues a Hurricane Warming, Tropical Storm Warning, or a Flood Watch associated with a tropical system for the county in which the facility is located. You may find detailed watch/warning information for your county by calling the Wilmington, NC National Weather Service office at (910) 7624289, or by visiting their website at: www.erh.noaa.Qov/er/ilml This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer Protection Staff may be reached at (910) 433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-3221. Sincerely, �v4e, for Coleen H. Sullins Enclosure (General Permit AWG100000) cc: (Certificate of Coverage only for all ccs) Fayetteville Regional Office, Aquifer Protection Section Bladen County Health Department Bladen County Soil and Water Conservation District APS Central Files (Permit No. AW S090141) AFO Notebooks RCDEHR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor Prestage Farms, Inc P-7 A -E PO Box 438 Clinton, NC 28329-0438 Dear Prestage Farms, Inc: Division of Water Quality Coieen Hl. Sullins Dee Freeman Director Secretary July 14, 2010 Subject: - Certificate of Coverage No. AWS090141 P-7A-E Swine Waste Collection, Treatment, Storage and Application System Bladen County In accordance with your request for a change in animal operation type received July 13, 2010, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Prestage Farms, Inc, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG 100000. This approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CAWMP) for the P-7 A - E, located in Bladen County, with a swine animal capacity of no greater than the following annual averages: Wean to Finish: Feeder to Finish- Boar/Stud: Wean to Feeder: Farrow to Wean: 4512 Gilts: Farrow to Finish: Farrow to Feeder: Other: If this is a Farrow to Wean or Farrow to Feeder operation_ there may be one boar for each 15 sows. Where boars are unnecessary; they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows. The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void Certificate of Coverage Number AWS090141 dated October 1, 2009. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this General Permit. Please continue to use the same record keepingforms. orms. 1636 Mail Service Center, Raleigh, North Camima 27699-16H Location: 2726 Camal Bivc.. Raleigh, North Camlim 27604 Phone: 919-133-3221 '� F.4X: 919-715-05881 Customer Service: 1-877_623-6746 Intemer www.n=aterqua41y.o.g 4rn Equal Opportunity l Affirmanw? Action Employe: Nrit orth Carolina Natl>!rallLf d1r .%. If your Waste Utilization Plan (WUP) has been developed based on site -specific information; careful evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate you will need to have a new WUP developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation shall be maintained between water supply wells 'and any lagoon, storage pond, or any wetted area of a spray field. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, then an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4) hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning, -or a Flood Watch associated with a tropical system for the county in which the facility is located. You may find detailed watch/warning information for your county by calling the Wilmington, NC National Weather Service office at (910) 762-4289, or by visiting their website at: www.erh.noaa.2ovier/ilm/ This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer Protection Staff may be reached at (910) 433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-3221. Sincerely, Enclosure (General Permit AWG 100000) cc: (Certificate of Coverage only for all ccs) Fayetteville Regional Office, Aquifer Protection Section Bladen County Health Department Bladen County Soil and Water Conservation District APS Central Files (Permit No. AWS090141) AFO Notebooks �v� for Coleen H. Sullins Waste Utilization Plan 4 Producer: Prestage Farms, Inc_ Name of Farm: P-7 A-E Location: P.Q. Box 458 Clinton NC 28329 Phone: 910-592-5771 Type of Operation: Farrow -Wean Number of Animal: 4512 Storage Structure: Anaerobic Lagoon Method of Application: irrigation Amount of waste produced per year: Amount of plant available N (PAN) produced/year: County: Biaden 27496 ton/year 2436S lbs./year 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 the implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3, Normally waste shall not be applied to land eroding at more than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may in runoff to the 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 crops production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different applications methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which RECEIVED / DENR / DWQ AQUI;FFR-PRnTFrTInN SECTION JUL 18 Z010 P-7 A-E Page 2 Pr couid 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 the 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. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract No. Field No. Soil Type Crop Code Yield/Ac Lbs. N unit Acres Los N Used Month to Apply Lbs. N Per Ac. 1434 1A AuA CB -Graze 5.5 50 3.7 1018 MAR-OCT 275 1434 1A AuA SG -Graze 1 SO 3.7 185 OCT MAR 50 1434 1B AuA CB -Graze 5.5 50 5.8 1595 MAR-OCT 275 1434 1B AuA SG -Graze 1 50 S.81 290 OCT MAR 50 1434 iC AuA CB -Graze 5.5 50 2.81 770 MAR-OCT 275 1434 1C AuA SG -Graze 1 50 2.8 140 OCT MAR 50 1434 2A AuA CB -Graze 5.5 50 1.0 275 MAR-OCT 275 1434 2A AuA SG -Graze 1 50 1.0 50 OCT MAR 50 1434 213 AuA CB -Graze 5.5 50 3.2 880 MAR-OCT 275 1434 28 AuA SG -Graze 1 50 3.2 160 OCT MAR 50 1434 2C AuA CB -Graze 5.5 50 3.41 935 MAR-OCT 275 1434 2C AuA SG -Graze 1 SO 3.4 170 OCT MAR 50 1434 2D Fo CB -Graze 5.5 50 1.2 330 MAR-OCT 275 1434 2D Fo SG -Graze 1 50 1.2 60 OCT MAR 50 1434 2E Fo CB -Graze 5.5 50 5.0 1375 MAR-OCT 275 1434 2E Fo SG -Graze 1 50 5.0 250 OCT MAR 50 1434 2F Fo CB -Graze 5.5 50 6.21 1705 MAR-OCT 275 1434 2F Fo SG -Graze 1 50 6.21 310 OCT MAR 50 1434 2G AuA CB -Graze 5.5 50 2.6 715 MAR-OCT 275 1434 2G AuA SG -Graze 1 50 2.6 130 OCT MAR 50 1434 3A AuA CB -Graze 5.5 50 6.0 1650 MAR-OCT 275 1434 3A AuA SG -Graze 1 50 6.0 300 OCT MAR 50 1434 38 AuA CB -Graze 5.5 50 7.0 1925 MAR-OCT 275 1434 38 AuA SG -Graze 1 50 7.0 350 OCT MAR 50 1434 3C AuA CB -Graze 5.5 50 4.8 1320 MAR-OCT 275 1434 3C AuA SG -Graze 1 50 4.8 240 OCT MAR 50 1434 3D AuA CB -Graze 5.5 50 4.3 1183 MAR-OCT 275 1434 3D AuA SG -Graze 1 50 4.3 215 OCT MAR 50 1434 3E AuA CB -Graze 5.5 50 2.5 688 MAR-OCT 275 1434 3E AuA SG -Graze 1 50 2.5 125 OCT MAR 50 1434 3F AuA CB -Graze 5.5 50 2.5 688 MAR-OCT 275 1434 3F AuA SG -Graze 1 50 2.5 125 OCT MAR 50 1434 5A Oc CB -Graze 5.5 50 1.6 440 MAR-OCT 275 1434 5A Oc SG -Graze 1 50 1.6 80 OCT MAR 50 1434 5B Oc CB -Graze 5.5 50 5.4 1485 MAR-OCT 275 1434 5B Oc SG -Graze 1 50 5.4 270 OCT MAR 50 1434 5C Oc CB -Graze 5.5 50 6.2 1705 MAR-OCT 275 1434 5C Oc SG -Graze 1 50 6,2L 310 OCT MAR 50 Total 75.2 24440lbs. Available Nitrogen 24365 lbs. Surplus or deficit -75 lbs. 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. P- A-E Page 3 r 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 bermudagrass), 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 fields where small grain etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity, especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will definitely interfere with the 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 interpiant small grain, etc. is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for nitrate levels is recommended. Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 3790 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years you will have approximately 18950 lbs. of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 63 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 152 acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding 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 P-7 A-E Page 4 rx of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract No. Field No. Soil Type Crop Code Applic. Rate(in/hr) Applic. Amount 1434 1A AuA CB -Graze 0.5 1.0 1434 1A AuA SG -Graze 0.5 1.0 1434 1B AuA CB -Graze 0.5 1.0 1434 IB AuA SG -Graze 0.5 1.0 1434 IC AuA CB -Graze 0.5 1.0 1434 1C AuA SG -Graze 0.5 1.0 1434 2A AuA CB -Graze 0.5 1.0 1434 2A AuA SG -Graze 0.5 1.0 1434 2B AuA CB -Graze 0.5 1.0 1434 2B AuA SG -Graze 0.5 1.0 1434 2C AuA CB -Graze OS 1.0 1434 2C AuA SG -Graze 0.5 1.0 1434 2D Fo CB -Graze 0.5 1.0 1434 2D Fo SG -Graze 0.5 1.0 1434 2E Fo CB -Graze 0.5 1.0 1434 2E Fo SG -Graze 0.5 1.0 1434 2F Fo CB -Graze 0.5 1.0 1434 2F Fo SG -Graze 0.5 1.0 1434' 2G AuA CB -Graze 0.5 1.0 j434 2G AuA SG -Graze 0.5 1.0 1434 3A AuA CB -Graze 0.5 1.0 1434 3A AuA SG -Graze 0.5 1.0 1434 3B AuA CB -Graze 0.5 1.0 1434 3B AuA SG -Graze 0.5 1.0 1434 3C AuA CB -Graze 0.5 1.0 1434 3C AuA SG -Graze 0.5 1.0 1434 3D AuA CB -Graze 0.5 1.0 1434 3D AuA SG -Graze 0.5 1.0 1434 3E AuA CB -Graze 0.5 1.0 1434 3E AuA SG -Graze 0.5 1.0 1434 3F AuA CB -Graze 0.5 1.0 1434 3F AuA SG -Graze 0.5 1.0 1434 5A Oc CB -Graze 0.5 1.0 1434 SA Oc SG -Graze 0.5 1.0 1434 5B Oc CB -Graze 0.5 1.0 1434 5B Oc- SG -Graze 0.5 1.0 1434 5C Oc CB -Graze 0.5 1.0 1434 5C Oc SG -Graze 0.5 1.0 P-7 A-E r� Page 5 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 limitations. 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 the average of once every 5 months. In no instances should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Gall your technical specialist after you have receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to appling the waste_ NARRATIVE OF OPERATION P-7 A-E WASTE UTILIZATION PLAN Page 6 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_ 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 waste. If the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG standard 393 - Filter Strip). S. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff does not occur offsite or to the surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. & Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potentual for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residenrial property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). P-7� A-E Page 7 REQUIRED SPECIFICATIONS (continued) 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 he 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 wetlands provided they 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. 17. A protective cover of appropriate vegtation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidences of erosion, leakage or discharge_ 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illigal discharge, pollution and erosion. 19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetation and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and the bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metal approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page 8 so WASTE UTILIZATION PLAN AGREEMENT Name of Farm: P-7 A-E Owner/Manager Agreement Prestage Farms, Inc. i (we) understand and will follow and implement the specifications and the operation and maintenance proce- dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Prestage Farms, Inc. Signature: P9es-rAE,ti Fr„ierra-sf J. coat,~., . Name of Manager (If different from owner) Signature: Name of Person Preparing Plan: G. Glenn Clifton Affiliation: Prestage Farms, Inc. Address: P.O. Box 438 Clinton, NC 28329 Phone: 910-596-5749 Date: -7/8/io Date: Signature: . �Qn,..._� {-�. Date: -71 g t o Waste Utilization Plan �a-4o'1 Producer: Prestage Farms, Inc. County: Sampson r1 1. i i Name of Farm: P-21 Location: P. O. Box 438 p Clinton NC 28329 R�C1Vr Phone: 910-592-5771 Type of Operation: Farrow -Wean JUL 15 Zalu Number of Animal: 1506 Storage Structure: Anaerobic Lagoon -s FRO Method of Application: Irrigation ti Amount of waste produced per year: 9178 ton/ye 46P r -� Amount of plant available N (PAN) produced/year: 8132 lbs./year 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 the implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils , when it is raining, or when the surface is frozen. Either of these conditions may in runoff to the surface waters which is not allowed under DWQ regulations. S. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crops production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different applications methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which RECEIVED / DENR / DWQ A01ilFFR_pRnT1:rT1nN RECTION JUL 13 Z010 P-21 Page 2 •'' 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 the 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. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract No. Field No. Soil Type Crop Code Yield/Ac Lbs. N unit Acres I Los N Used Month to Apply Lbs. N Per Ac. 8101 1 WaB CB -Hay 5.5 50 6.40 1760 MAR-OCT 275 8101 1 WaB SG -Hay 1 50 6.40 320 OCT-MAR 50 8101 2 NoB CB -Hay 6.1 50 9.20 2806 MAR-OCT 305 8101 2 NoB SG -Hay 1 50 9.20 4601 OCT-MAR 50 8101 3 NoB CB -Hay 6.1 50 1.20 366 MAR-OCT 305 8101 3 NoB SG -Hay 1 50 1.20 60 OCT-MAR 50 8101 4 WaB CB -Hay 5.5 50 3.50 963 MAR-OCT 275 8101 4 WaB SG -Hay 1 50 3.50 175 OCT-MAR 50 8101 5 NoB CB -Hay 6 50 3.00 915 MAR-OCT 305 8101 5 NoB SG -Hay 1 50 3.00 150 OCT-MAR 50 8101 6 Jo CB -Hay 5.0 SO 1.Sol 375 MAR-OCT 250 8101 6 Jo SG -Hay 1 I 50 1.501 751 OCT-MAR 50 Total 24.80 8425lbs. Available Nitrogen 8132 lbs. Surplus or deficit -292 lbs. 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. • P-n' Page 3 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 bermudagrass), 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 fields where small grain etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity, especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will definitely interfere with the 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 grain, etc. is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for nitrate levels is recommended. Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1265 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years you will have approximately 6325 lbs. of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 21 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 51 acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding 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 P-21 Page 4 apr 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 producdr and irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract No, Field No. Soil Type Crop Code Applic. Rate(in/hr) Applic. Amount 8101 1 WaB CB -Hay 0.6 1.0 8101 1 WaB SG -Hay 0.6 1.0 8101 2 NoB CB -Hay 0.5 1.0 8101 2 NoB SG -Hay 0.5 1.0 8101 3 NoB CB -Hay 0.5 1.0 8101 3 NoB SG -Nay 0.5 1.0 8101 4 WaB CB -Hay 0.6 1.0 8101 4 WaB SG -Hay 0.6 1.0 8101 5 Mac CB -Hay 0.5 1.0 8101 5 Mac SG -Hay 0.5 1.0 8101 6 10 CB -Hay 0.5 1.0 8101 6 10 SG -Hay 0.5 1.0 Page 5 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 limitations. 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 the average of once every 6 months. In no instances should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to appling the waste. NARRATIVE OF OPERATION P-21 Page 6 w WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 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 waste. If the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. it is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG standard 393 - Filter Strip). 5. odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff does not occur offsite or to the surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potentual for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residenrial property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). PJ—L Page 7 REQUIRED SPECIFICATIONS (continued) 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 he 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 wetlands provided they 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. 17. A protective cover of appropriate vegtation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidences of erosion, leakage or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illigal discharge, pollution and erosion. 19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetation and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and the bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metal approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page 8 `` WASTE UTILIZATION PLAN AGREEMENT Name of Farm: P-21 Owner/Manager Agreement Prestage Farms, Inc. I (we) understand and will follow and implement the specifications and the operation and maintenance proce- dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Prestage Farms, Inc. Signature: Pr;2e-,'17rabs F ^dtf -., =ac. 1:., _ s� • CA&A , C{•� Name of Manager (if different from owner) Signature Name of Person Preparing Plan: G. Glenn Clifton Affiliation: Prestage Farms, Inc. Phone: 910-596-5749 Address: P.O. Box 438 Clinton, NC 28329 Signature: • -A Date: `7 /a/o Date: Date: 7/8 ,v OF W A rFq Michael F. Easley, Governor `�� William G. Ross Jr., Secretary 7 A n4 North Carolina Depanment of Envir ni nent and Natural Resources 0 DOS—FA-^"`�`•••' Y Coleen H. Sullins Director Division of Water Quality August 11, 2008 Prestage Farms Inc P-7A-E PO Box 438 Clinton, NC 28329 Subject: Sludge Compliance Requirement Change Dear Pennittee: In accordance with Condition 1I1.19 of State General Permit AWG100000, your facility is required to maintain compliance regarding sludge accumulation in your animal waste treatment lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet of treatment depth between the designed stop pump and the average elevation of the top of the sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently modified. As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is now to be based on the sludge volume as a percentage of the total treatment volume. The revised Standard states that sludge accumulation in the permanent treatment zone must be less than 50% of the planned treatment volume, Also, there must be a minimum of 2.5 feet of liquid above the sludge at the pump intake location. If either of these conditions is not met then sludge must be removed or managed in accordance with an approved Plan of Action for Lagoon Sludge Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and treatment volumes to determine compliance. Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s) may already be in compliance without any sludge removal. Using your lagoon design (or as - built information) and current sludge survey measurements, complete the NEW sludge survey worksheet. If you have any difficulty in locating or understanding your lagoon design information, please contact your technical specialist or county Soil & Water office. on e Carolina Naturally Aquifer Protection Section 1636 Mail service Center Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Internet: www.ncwateruuality.m Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919)715-6048 An Equal OpportunolAf6rm We Action Employer— 50% Recycled110% Post Consumer Paper 5 Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your lagoon(s) is in compliance and wish to withdraw your POA-. - Our staff will review the information and notify you of our decision. NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 If you have any questions about the new sludge requirement, sludge survey worksheet, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733- 3221. Sincerely, r Keith Larick, Supervisor Animal Feeding Operations Unit Enclosures cc (w/o enclosures): Bladen County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files - AWS090141 Waste Utilization Plan Producer: Prestage Farms, Inc. County: Bladen Name of Farm: P-7 A-E Location: P.O. Box 458 Clinton NC 28329 Phone: Type of Operation: 910-592-5771 Farrow -Wean Farrow -Feed ' Number of Animal: 3008 1248 I Storage Structure: Method of Application: Anaerobic Lagoon Irrigation RECEIME1 Amount of waste produced per year: 27500 ton/year Amount of plant available N (PAN) produced/year: 24355 lbs./year f.FM 09 2n The waste from your animal facility must be land applied at a specified rate to prevent ztw- y Wluw 13110 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 the implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may in runoff to the surface waters which is not allowed under DWQ regulations. S. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crops production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different applications methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which Rr DEIVED I D�NR 1 DWQ ertlan A4r►ifQr Prote'�i42009 APR 6 P-7 A-E Page 2 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 the 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. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract No. Field No. Soil Type Crop Code Yield/Ac Lbs. N unit Acres Lbs N I . Used Month to Apply Lbs. N . Per Ac. 1434 1 AuA CB -Graze 5.5 50 12.31 3383 MAR-OCT 275 1434 1 AuA SG -Graze 1 50 12.31 615 OCT MAR 50 1434 2 AuA CB -Graze 5.5 50 22.6 6215 MAR-OCT 275 1434 2 AuA SG -Graze 1 50 22.6 1130 OCT MAR 50 1434 4 AuA CB -Graze 5.5 50 27.1 7453 MAR-OCT 275 1434 4 AuA SG -Graze 1 50 27.1 1355 OCT MAR 50 1434 5 AuA CB -Graze 5.5 50' 13.2 3630 MAR-OCT 275 1434 1 5 AuA SG -Graze 1 1 50 13.21 6601 OCT MAR 50 Total Available Nitrogen Surplus or deficit 75.2 24440lbs. 24355 lbs. -85 lbs. 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. P-7 A-E Page 3 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 bermudagrass), 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 fields where small grain etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity, especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will definitely interfere with the 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 grain, etc. is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for nitrate levels is recommended. Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 3575 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years you will have approximately 17875 lbs. of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 60 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 143 acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding 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 P-7 A-E Page 4 of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract No_ Field No. Soil Type Crop Code Applic. Rate(in/hr) Applic. Amount 1434 1 AuA CB -Graze 0.5 1.0 1434 1 AuA SG -Graze 0.5 1.0 1434 2 AuA CB -Graze 0.5 1.0 1434 2 AuA SG -Graze .0.5 1.0 1434 4 AuA CB -Graze 0.5 1.0 1434 4 AuA SG -Graze 0.5 1.0 1434 5 AuA CB -Graze 0.5 1.0 1434 5 AuA SG -Graze 0.5 1.0 P-7 A-E Page 5 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 limitations. 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 the average of once every b months. In no instances should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to appling the waste. NARRATIVE OF OPERATION P-7 A-E Page 6 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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. 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 waste. If the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG standard 393 - Filter Strip). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff does not occur offsite or to the surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8_ Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potentual for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residenrial property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). P-7 A-E Page 7 REQUIRED SPECIFICATIONS (continued) 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 he 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 wetlands provided they 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. 17. A protective cover of appropriate vegtation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidences of erosion, leakage or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illigal discharge, pollution and erosion. 19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetation and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied pre -plant with no further applications of animal waste during the crop season_ 21. Highly visible markers shall be installed to mark the top and the bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metal approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years_ 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page 8 WASTE UTILIZATION PLAN AGREEMENT Name of Farm: P-7 A-E Owner/Manager Agreement Prestage Farms, Inc. I (we) understand and will follow and implement the specifications and the operation and maintenance proce- dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Prestage Farms, Inc. Signature: PerywE vmR� Wit. Y-- Name of Manager (If different from owner) Signature: Name of Person Preparing Plan: G. Glenn Clifton Affiliation: Prestage Farms, Inc. Phone: 910-596-5749 Address: P.O. Box 438 Clinton, NC 28329 Signature: ¢C1rw,� C�--�-��-• - -- Date: 4;,t I o 9- Date: Date: 4 1 % ro 9. Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality July 1, 2007 Prestage Farms Inc P-7A-E PO Box 438 Clinton, NC 28329 Subject: Certificate of Coverage No. AWS090141 P-7A-E Animal Waste Management System Bladen County Dear Prestage Farms Inc: In accordance with your application received on 15-Dec-06, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Prestage Farms Inc, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000- This approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's. Certified Animal Waste Management Plan (CAWMP) for the P-7-A - E, located in Bladen County, with an animal capacity of no greater than the following swine annual averages: Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0 Wean to Feeder: 0 Farrow to Wean: 3008 Gilts: 0 Farrow to Finish: 0 Farrow to Feeder: 1248 If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES COC issued to this facility with an expiration date of July 1, 2007. You are required to continue conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition 11I.19 does not apply. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations,as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please pay careful attention to the record keeping and monitoring conditions in this permit. Aquifer Protection Section 1636 Mail Service Center Internet: www.ncwaterqualAy.oM Location: 2728 Capital Boulevard An Equal Opportunity/Affirmative Acton Employer- 50% Recyded110% Post Consumer Paper N�am`trtCarolina dvatura!!y Raleigh. NC 27699-1636 Telephone: (919) 733-3221 Raleigh. NC 276D4 Fax 1: (919) 7t5-0588 Fax 2: (919) 715-6048 Customer Service: (877) 623-6748 If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current MRCS standards are met prior to restocking of the facility. Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field. Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall continue to be subject to the conditions and requirements of the facility's permit until closed to MRCS standards and the permit is rescinded by the Division. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733- 3221. Sincerely, for Coleen H. Sullins Enclosures (General Permit AWG100000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Bladen County Health Department Bladen County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AWS090141 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality December 1, 2006 CERTIFIED MAIL RETURN RECEIPT REQUESTED Prestage Farms Inc V P-7A-E r—r ,• - PO Box 438 Clinton, NC 28329 Subject: Application for Renewal of Coverage for Expiring NPDES General Permit — - Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State Non -Discharge General Permits are available at http:Hh2o.enr.state.nc.us/aps/afQu/downloads.htm or by writing or calling: NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 In order to assure your continued coverage under one of these two types of general permits. you must submit an application for permit coverage to the Division. Enclosed nu will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include two (2) copies of your most recent Waste Utilization Plan with the application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-3221. Sincerely, f Ted L. Bush, Jr., Chief Aquifer Protection Section Enclosures cc (w/o enclosures): Bladen County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central files - 090141 Prestage Farms Inc Aquifer Protection Section 1636 Mail Service Center Internet: www.M%ratergualirv.org Location: 2728 Capital Boulevard An Equal OpportunitylAffirmative Action Employer— 500/6 Recyded110% Post Consumer Paper Raleigh, NC 27699-1636 Telephone: Raleigh, NC 27604 Fax 1: Fax 2: Customer Service: P�� Carolina (919) Nawra!!y (919) 71 "588 (919)715-6048 (877) 623-6748 Q1/t9/04- MON 15:32 FAA 910 592 9552 PRESTAGE (ARMS Q001 ANIMAL FACILITY ANNUAL CERTIFICATION FORINI Certificate of Coverage or Permit Number NC. A2oj r County Year 200_5 Facility Name (as show-n on Certificate of Coverage or Permit) A_E W _� Operator in Charge for this Facility r _ P Certification # QffS250 Land application of animal waste as allowed by the above permit occurred during the past calendar year �/ YES NO'. If NO, skip Part I and Part If and proceed to the certification. Also, if animal waste was generated but not land applied, please attach an explanation on how the animal waste was handled - Part I : Facility Information: 1. Total number of application Fields 0 or Pulls C'(please check the zppropniate box) in the Certified Animal Waste Management Plan (CAWMP): !g Total U::eable Acres approved in the CAWMP "75. 1- // 2. Total number of Fields ❑ or Pulls Wplease check the appropriate box) on which land application. occurred during the year: - 1 rZ Total Acres on which waste was applied 73, 3. Total pounds of Plant Available Nitrogen (PAN) applied during tht. year for all application sites: !0 93'7 4. Total pounds of Plant Available Nitrogen (PAN) allowed to be Ian,+ applied annually by the CAWMP and the permit. -4y,y ya S. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken off site during the year �1' tons ❑ or gallors R pfease check the appropriate box) 6. Annual average number of animals by type at this facility during th_ previous year: 7. Largest and smallest number of animals by type at this facility at any one time during the previous year: Largest 5r'650 Smallest q/ FS (These numbers are for informational purposes only since the only permit limit on the number of animals at the facility is the ar►nual average numbers) 8. Facility's Integrator if applicable: Pms4aoe- a r m s n c Part II: Faciliy Status: IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY BACK INTO COMPLIANCE. 1. Only animal waste generated at this facility was applied to the permitted si the past calendar year. ro E IV ED AFACF 3-14-03 1 OENR-FAYETTEV4LLEREGIONAL OFRCE r. .01/b9/04 MON 15:33 FAX 910 592 9552 PRESTAGE. FARMS 0 002 2. The facility was operated in such away that there was no direct runoff of waste from the facility (including the houses, lagoons/storage ponds and the application sites) during the past calendar year. 3. There was no discharge of waste to surface water from this facility during the past calendar year. L�1 Yes L No R Yes ❑ N 4. There was no freeboard violation in any lagoons or storage ponds at this facility during dyes ❑ No the past calendar year. 5. There was no PAN application to any fields or crops at this facility greater than the Yes ❑ No levels specified in this facility's CAWMP during the past calendar year. 6. All land application equipment was calibrated at least once during the past calendar year. dyes ❑ No l 7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon . ❑ Yes L1 No was designed or reduce the lagoon's minimum treatment volume to less than the volume for which the lagoon was designed. jev 8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. EdYes ❑ No 9. Annual soils analysis were performed on each field receiving animal waste during the Yes ❑ No past calendar year. 10. Soil pH was maintained as specified in the perrnit during the past calendar Year? dyes ❑ No 11. All required monitoring and reporting was performed in accordance with the facility's 9Yes ❑ No permit during the past calendar year. 12. All operations and maintenance requirements in the permit were complied with during ZYes ❑ No the past calendar year or, in the case of a deviation, prior authorization was received from the Division of Water Quatity. 13. Crops as specified in the CAWMP were maintained during the past calendar year on all ,/ IJ Yes [IN, sites receiving animal waste and the crops grown were removed in accordance with the facility's permit 14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes ❑ No maintained during each application of animal waste during the past calendar year. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." c KA,jA&LiL N. E oT ft-ro A u.Te Perrnittee Name and Title (type or print) N 2,28a Signature o Pertru' a ate Signaiure of O erator in Charge Date (if different from Permirtee) AFACF 3-14-03 2 ei Lagoon Sludge Survey Form A. Farm Permit or DWQ identification Number B. Lagoon Identification P — 7b C. Person(s) taking Measurements ,7n m e-r I- BNrfri_F D. Date of Measurements _ I1 2 -- 0 S _ E. Methods/Devices used for Measurement of a. Distance from the lagoon liquid surface to the top of the sludge layer: b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon: !a c �, vva r-s c. Thicknes of the sludge layer if making a direct measurement with "core sampler": F. Lagoon Surface Area (using dimensions at inside top of bank): 1.7 (acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G. Estimate number of sampling points: a. Less than 1.33 acre: Use 8 points b. If more than 1.33 acre, 1.7 acres x 5 = �, with maximum of 24. (Using sketch and dimensions, develop a uni form "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". I. At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): _/ 11 !. Determine distance from Maximum Liquid Level to Minimum Liquid Level: (Determine from Plan or other lagoon records) K. Calculate distance from present liquid surface level to Minimum Liquid level: Item 3 — Item I, assuming present liquid level is below Max. Liq. Level: L. Record from sludge survey data sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points): 7 M. Record from sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): y , S N. Record from sludge survey data sheet the average thickness of the sludge layer: 7 O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K): 3• G (Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by N. C. DWQ. See your specific permit or contact DWQ for more information.) P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope. Completed by- —IT �,�, (� ., �, Date: I - oS Print Name Signature White - Office Yellow - Producer I1 Sludge Survey Data Sheet Lagoon Identification:Sludge Survey Data Sheet D # " Completed by: ja mr_c Date: Print Name Si nature (A) Grid Point No. (s) Distance from liquid surface to to of sludge (C) Distance from liquid surface to lagoon bottom soil (C)-(B) Thickness of sludge la er Ft. & inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet tenths 1 �.5 2 3 y.5 4 5 (a 6 y, z 7 y. q 8 u. s 9 y, o 10 S. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Average 5 ;L ? *All Grid Points and corresponding ludge laver thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. See Appendix 6 for conversion from inches to tenths of feet. White - Office Yellow - Producer Lagoon Sludge Survey Form A. Farm Permit or DWQ Identification Number Cl — /W B. Lagoon Identification C. Person(s) taking Measurements D. Date of Measurements . —A z —6S E. Methods/Devices Used for Measurement of. a. Distance from the lagoon liquid surface to the top of the sludge layer: .7pr czr- b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon: c. Thickness of the sludge layer if making a direct measurement with "core sampler": F. Lagoon Surface Area (using dimensions at inside top of bank): 1.6 (acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G. Estimate number of sampling points: a. Less than 1.33 acre: Use 8 points b. if more than 1.33 acre, __L�. acres x 6 = %C , with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". 1. At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): J. Determine distance from Maximum Liquid Level to Minimum Liquid Level: . O (Determine from Plan or other lagoon records) - K. Calculate distance from present liquid surface level to Minimum Liquid level: Item 3 — Item 1, assuming present liquid level is below Max. Liq. Level: • 8 L. Record from sludge survey data sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points): _ M. Record from sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points):__ N. Record from sludge survey data sheet the average thickness of the sludge layer: 3- O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K)-. (Note: If item O is less than 4 ft., a sludge removal and utilization plan may be required by N. C. DWQ. See your specific permit or contact DWQ for more information.) P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope. Completed by- +7� me a 4,q .» L4245nP4 Date: :L -'.2 a. -oS Print Name //- Signature White -- Office Yellow - Producer Sludge Survey Data Sheet Lagoon Identification: Sludge Survey Data Sheet P - 7c Completed by: J�pArs_ �-Bw�Y — C7 �LI Date: �-,�.�-�S_ _ Print Name Sigr6ture (A) Grid Point No. (B) Distance from liquid surface to top of sludge (C) Distance from liquid surface to lagoon bottom soil (C)- M Thickness of sludge la eer Ft. & inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet tenths 2 5. '1 3 S. 6 4 S, (v 5 S 6 7 7 y. 8 q.g 9 $! 10 S. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Average S "3 *All Grid Points and corresponding sludge laver thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. See Appendix 6 for conversion from inches to tenths of feet. White - Office Yellow - Producer Lagoon Sludge Survey Form A. Farm Permit or DWQ Identification Number B. Lagoon Identification C. Person(s) taking Measurements D. Date of Measurements 2-tea - 0 s E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer: So no r b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon: lcf Yeutrs c. Thickness of the sludge layer if making a direct measurement with "core sampler": F. Lagoon Surface Area (using dimensions at inside top of bank): 1, 17 {acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G. Estimate number of sampling points: a. Less than 1.33 acre: Use 8 points b. if more than L33 acre, /. 17 acres x 6 = /6 , with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". I. At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): ]. Determine distance from Maximum Liquid Level to Minimum Liquid Level: (Determine from Plan or other lagoon records) - K. Calculate distance from present liquid surface level to Minimum Liquid level: Item 3 - item 1, assuming present liquid level is below Max. Liq, Level: 1,3 L. Record from sludge survey data sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points): 76 M. Record from sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): 1 N. Record from sludge survey data sheet the average thickness of the sludge layer: �• 9 O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): .3. S (Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by N. C. DWQ. See your specific permit or contact DWQ for more information.) P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope. Completed by J�a rr p_ ; "- 2m l-) �Q �g� A,,,' !? Date: -2 -..)-DS Print Name Signature White - Office Yellow - Producer Sludge Survey Data Sheet Lagoon Identification: Sludge Survey Data Sheet Completed by: j p c Pau ���t�g Date: � --2a - -S Print Name Sig�iature (A) Grid Point No. (B) Distance from liquid surface to to of sludge (C) Distance from liquid surface to la oon bottom soil (C)-(B) Thickness of sludge la er Ft. & inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet tenths 1 y.j 2 y. 3 y.8 4 0 5 S. Z 6 4,9 7 ,g 8 �. b 9 .d 10 4, 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Average �. g '7.6 *All Grid Points and corresponding sludge laver thickness must be shown on_a_sketch attached to this Sludge Survey Data Sheet. See Appendix 6 for conversion from inches to tenths of feet. White - Office Yellow - Producer Lagoon Sludge Survey Form A. Farm Permit or DWQ identification Number B. Lagoon Identification 2 — r7,9 C. Person(s) taking Measurements D. Date of Measurements -:� - ;z a- -- E. MethodslDevices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer: So r- b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon. c. Thickness of the sludge layer if making a direct measurement with "core sampler": F. Lagoon Surface Area (using dimensions at inside top of bank): a • D- (acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G. Estimate number of sampling points: a. Less than 1.33 acre: Use 8 points b, if more than 1.33 acre, .2 . .�- acres x 6 = _, with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". 1. At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): /. o J. Determine distance from Maximum Liquid Level to Minimum Liquid Level: P - 0 (Determine from Plan or other lagoon records) K. Calculate distance from present liquid surface level to Minimum Liquid level: Item .1— item 1, assuming present liquid level is below Max. Liq. Level: /.0 L. Record from sludge survey data sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points): 7. M. Record from sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points):__ N. Record from sludge survey data sheet the average thickness of the sludge layer: 'R? O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — item K): (Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by N. C. DWQ. See your specific permit or contact DWQ for more information.) P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope. Completed by ,7 n+y r �,,, CI r �„ r�'�r 7 Date: Print Name Signature White - Office Yellow - Producer Sludge Survey Data Sheet Lagoon Identification: Sludge Survey Data Sheet E - -7 Completed by: .s rra� _ �F _ - Date: _2 - - CS Print Name Si ature (A) Grid Point No. (S) Distance from liquid surface to top of sludge (C) Distance from liquid surface to lagoon bottom soil (C)-(B) Thickness of sludge is er Ft. & inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet tenths 2 S. a 3 y.9 4 5 6 7 S. D 8 S.( 9 10 5.3 11 S. S 12 S. 13 S. y 14 S. f 15 16 17 18 19 20 21 22 23 24 Average S 1 "T a O *All Grid Points and corres ondin slud a layer thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. See Appendix 6 for conversion from inches to tenths of feet. White - Ofice Yellow - Producer Lagoon Sludge Survey Form A. Farm Permit or DWQ Identification Number q -1 Y 1 B. Lagoon Identification C. Person(s) taking Measurements 55 ryle.s 4- p yal l D_ Date of Measurements E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer: b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon: c. Thickness of the sludge layer if making a direct measurement with "core sampler": F. Lagoon Surface Area (using dimensions at inside top of bank): 3. 1 (acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G. Estimate number of sampling points a. Less than 1.33 acre: Use 8 points b. If more than 1.33 acre, 3. 1 acres x 6 = O , with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement_) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet"_ 1. At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): J. Determine distance from Maximum Liquid Level to Minimum Liquid Level: D' o (Determine from Plan or other lagoon records) K. Calculate distance from present liquid surface level to Minimum Liquid level: Item J — Item I, assuming present liquid level is below Max. Liq. Level: L. Record from sludge survey data sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points): �. 9 M. Record from sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): - f N. Record from sludge survey data sheet the average thickness of the sludge layer: O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K): 3. S (Note: if Item O is less than 4 ft., a sludge removal and utilization plan may be required by N. C. DWQ. See your specific permit or contact DWQ for more information.) P. Proceed to Sludge volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope. Completed by 7 �,, � 2 __., Date: eZ -Z')- c>S Print Name Signature White - Office Yellow - Producer Sludge Survey Data Sheet Lagoon Identification: Sludge Survey Data Sheet ., P' 76 Completed by: Date: OS Print Name Signature (A) Grid Point No. (B) Distance from liquid surface to top of sludge (C) Distance from liquid surface to lagoon bottom soil (C)-(B) Thickness of sludge la er Ft. & inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet tenths 1 2 q, o 3 3,9 4 3, -, 5 3.S 6 3• R 7 y. S 5, 9 41.9 10 Y.'1 11 12 O 13 -3. a 14 15 16 �l 17 5- S 18 S, q 19 20 21 22 23 24 Average �q • 3 S -` *All Grid Points and corresponding sludge lager thickness must be shown on a sketch attached to this Sludize Survey Data`Sheet. See Appendix 6 for conversion from inches to tenths of feet. White - Office Yellow - Producer am, j - Ijt ....... . . . . . jj WAS, 4~,CO You. Ask ..'r Volts Wo 01 IN &A -Tool, .42. r' v' :;yM �C .1 -loin 4VP 4f 11- UZ IV" t Wyy Me, W 'k'j. now, k Mo . . . . . . . . . . . I. . -r- =+ -_- - •:'-••_' wr4'1`,1' j,.......... Cozzi RECEIVED 01/19/04 MON 15:32 FAX 910 592 9552 PUSTAGE FARMS VAR 0 2 2005 Q 001 �• IP tf cJJ DI=a:R - FAYtT nF E REGIONAL OWE ANIMAL FACILITY ANNUAL CERTIFICATION FORM Certificate of Coverage or Permit Number -mra �oq 1 q1 _ County 1 Ades, Year 200� Facility Name (as shown on Certificate of Coverage or Permit) 28 E _ Operator in Charge for this Facility J t-e. Certification # r15o Land application of animal waste as allowed by the above permit occurred during the past calendar year YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste was generated but not land applied, please attach an explanation on how the animal waste was handled. _Part I : Facility Information: 1. Total number of application Fields ❑ or Pulls d(please check the appropriate box) in the Certified Animal Waste Management Plan (CAWMP): j `j Total Useable Acres approved in the CAWMP 2. Total number of Fields ❑ or Pulls 4ease check the appropriate box) on which land application occurred during the year Total Acres on which waste was applied r73 3, Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites: 4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and the permit: -�Z1 f'c1 , 0 5_ Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken off site during the year .r tons ❑ or gallon; ❑ (please check the appropriate box) 6. Annual average number'of animals by type at this'facility during thz- previous year: YSM 7. Largest and smallest number of animals by type at this facility at ar�y one time during the previous year: Largest _ 8'�' 14 Smallest ly,303 (These numbers are for informational purposes only since the only permit limit on the number of animals at the facility is the annual average numbers) S Facility's Integrator if applicable: p��S-{�, ��ar _7Lne , Part 1I: Facility Status: IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY BACK INTO COMPLIANCE_ 1. Only animal waste generated at this facility was applied to the permitted sites during d Yes ❑ No the past calendar year. AFACF 3-14-03 01/19/04 MON 15:33 FAX 910 592 9552 �5TAGE FARIS �002 ?. The facility was operated in such a way that there was no direct runoff of waste from 1 Yes ON. the facility (including -the houses, lagoons/storage ponds and the application sites) during the past calendar year. _,( IThere was no discharge of waste to surface water from this facility during the past RI Yes ❑ N . calendar year: �( 4. There was no freeboard violation in any lagoons or storage ponds at this facility during L1 Yes ❑ No the past calendar year. a. There was no PAN application to any fields or crops at this facility greater than the dYes ❑ No levels specified in this facility's CAWMP during the past calendar year. 6. All land application, equipment was calibrated at least once during the past calendar year_ 6 Yes ❑ No 7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes dNo was designed or reduce the lagoon's minimum treatment volume to less than the volume for which the lagoon was designed. 8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification ZYes ❑ No 9. Annual soils analysis were performed on each field receiving animal waste during the past calendar year. 10. Soil pH was maintained as specified in the permit during the past calendar Year? 11. All required monitoring and reporting was performed in accordance with the facility's permit during the past calendar year. 12. All operations and maintenance requirements in the permit were complied with during the past calendar year or, in the case of a deviation, prior authorization was received from the Division of Water Quality. 13. Crops as specified in the CAWMP were maintained during the past calendar year on all sites receiving animal waste and the crops grown were removed in accordance with the facility's permit. 14. All buffer requirements as specified on the permit and the CAWMP for this facility were maintained during each application of animal waste during the past calendar year. d Yes ❑ No dYes D No d Yes ❑ No dYes ❑ No 9 Yes ❑ N, -; iYes ❑ No "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted_ Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete, i am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." f Yernuttee Name and 1 rtfe (Type or pant} different from Permittee) 2Z S 0 Date iI oS Date AFACF 3-14-03 2 Lagoon Sludge Survey Form i AI Farm Permit or DWQ Identification Number a 9 - f 4 ( B Lagoon Iderrtl(icstion - -7+ , C'i Person(s) taking Measurements R QS �' 'T rQ C. y Dl Date of Measurements` f- 13 -0q E t MethodaOWces Used for Moasuernent at: a. Distance from the Lagoon liquid surface to the top of the sludge layer. b. Distance from the Lagoon Liquid surface to the bottom (sat!) of lagoon: �c�1e fA.:rth rncncuremaat C. Thickness of the sludge layer If making a dined measurement with 'boas sample{ -IP F.11.agoon Surface Area (using dimemOorm at the trrside top of bank): Is (acres) (Draw sketch of lagoon an a separate sheet and list dimensions, and calculate surface area.) i G Estimate number of sanvting points: a. Less than 1.33 acres: Use B poft b. If more than 1.33 acres. acres z B = with maximum of 24. (using skEthh and dimensi)ns. develop a unKo m'grid' that has number of iMersectio: pohft that match most closely with the esthnated number of sampling points needed. Number the grid fntemeclfon points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. :Conduct sludge survey and record data on "Sludge Survey Data Sheet'. 3 i I. At the It me of sludge survey, also measure the dfsta nee hom the Maximum itquid Level Q to the Present Liquid Level (measure at the lagoon gap pole): • E J. Dine disffinae from k%ndmum Liquid limit to Minimum Liquid Level: 01.0 (Determine from Plan or other lagoon retards) i K. Calculate distance from present liquid surface level to Minimum Liquid f Level: ltetnJ -Item I, assuming present liquid level to below Max. Llq. Level: r L. Record from sludge survey data sheet the dtslanoe from the present liquid surface level to the lagioon bottom (average for all the measuernent pc*ftV. M. !kRecord from the sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): r N. Raw from the sludge survey data slheet. the average thlr kness of the sludge layer: + O. �Cakxjbft the thickness of Ilhe existing Liquid Treatment Zone (Item M - ftem K): 3, L` '(MOW: ff ileum O Is less than 4 fL, a sludge removal and utilization plan may be required by N.C. DWQ. See your apedfle permit or Contact DWO for roe irsfomafion.] P. Prnoeed to fthe sludge Volume Worksheet t desks to cakut is sludge volume for rectangular shaped bgoon with uniform side slope. by: >'T Cf r Date: SI ludge Survey Data Sheet Lagoon Identification: � ,may Completsd By. C �� ~ Date:1-13-,Oel Nnt Dame Sign re IGrid -olnt 1 No. Distance from Hquid'Distance.. to top of sludge to lagoon bottom (Wil) r layer * & Grid Points and corresmndina sludge laver thickness must be shown on a sketch atiached to this Sludge Survey Data Sheet. Conversion Table From Inches to Tenths of feet Inches Tenths offset Inches Tenths of feet 1 0.1 7 0.6 2 0.2 8 0.7 13 0.2 9 0.7 t 4 0.3 10 0.8 ` 5 0.4 11 0.9 E 6 0.5 12 1.0 f -= �r-r ` _.. ...:_'_- 1� i L�:-L_l l i� I {- I I Lli +..: }__l. s L I_i ,_ I i 1 r I I__! ... ` 1 IL CIA- ' -- l L ! L L__L i t i_ • I I � I 1 (_ 1 1 i F 4- LI I _;-! I -'-'- I I} �I_ !_L �F i i iL'_. _i�f.� I �W �._.L_i..i_.1__, I 5 I t ._,_`! I , , I ! _���-}- i .i ! I ,_ ! i-. r h ri�- - 1. r 1 �I_� LLL_�_ L -L i .! I_'—l-l-� - f_ F.. i I I- I E Y I ` I �- `-. -' - ' ' I I I 1: 1 I T I { 1 1 I , I ` - -� ._ _-� I I -�. ;-. # 1....�-, _ _ ! I I :1 I 1�.�-LI I _�--� I t -�--�T I- i 1 '-,, 'j - ---•--• I I ! 1. 1 I -4-- �--� L--i__�._-'•--r�_i i _f _,_-� . $ i -I _'L--J__ 1 _' I I I I -t ' I i 1 Y , , ! - t -+4 4 I , I --' -- _ I 1 L : '_ ' i.°_I.1,. 1 ! r -.LC�_ � .• I-� — -L_' � _'+ _ �+: r 1_ k�:_ L_��I � E ! F I I i = I f , , 1 --' I ' - _ ?-1 -L ' I _L_ _. I I ` y_i._!__' J. -- - k _r L_ L - -. _ . .. �_ L�_ � I _i T �_ { L L_�� � 1 iRP L_Ir.--�.��_� I__' 1_ �� � L i I� � s ' L I !J►Q '. . _L .L ! I ! . it._ j I � _ L E Iz- - __ AN i��J._y_.,�i._L..._L _ ! J I l ! L I. l _ -' Ls-1 I !- L I .i... 1 4 i 3 8 I I -� , x -I '__�_. UK {_ i' f i -� ` - r L I ''--� 1 I -=- -'+- -'I } >_._rL L L I• _ _ ..1 -_ i. - - -,__; I , ", - ...{-..�V i I -i F I- 1. 1 r I i E f '--L--, -' '- - .I_.?_.I_ J_- r I__ I .L ' ' L i ;L A t I L o I 1 r_ L `! - # �a' L... I _ _ I I' - I;- _... _01 MEANT --- [ J 1 -i ELL _ I I L LA '_. f`i E i ..a_..f_ i �! .i__ t_, _ •_ �-! L - - �i , .i._ L - , -`t '_ 1 I - 1 l —[ _�l5ES1_ _ _ I _ �I�' I J- L -.1 _�.-r-� - - : E I I ' ' I__._i_. _.. !. I--, >_ _ [ — �' .. _ _ _ _ i-LF.!—I. 1 t .A I }Y I `; i.1 MAP _!.J a L L.y I -I L-Ii_ {"I_I ; 1 J' L- t I ALL I { r l f- _ �.J u-i-r4 1 , I- -- lvvv Elf L . :_-' _f'I � 3 f � I , I 1 A bill Q "M_ -.i..w'..-_._ � -r _.r_.r__r_-o--rl -.� -,. E"r-r..• � ,' r'-r'-1 -'t--i-t-`;_--{_ I _f .I_�_�_I_ N �4. tiagowt Shtdge Survey Form A. Farm Permit or DWQ Identification Number i ' Lagoon IdwOcation _ L'i. Person(s) faking Measurements 0. Date of Measurements } f � ,-;,4 . IDevices Used for Measuarnent of. I a. Distance from the lagoon liquid surface to the top of the sludge layer. I b. Distartm from the lagoon figtdd surface to the bottom (soli) of i C. Thickness of the sludge layer if making��-a cured measurement with "core sarrrpW i F. Lagoon Surface Area (using demernsforrs at the inside top of bank): Z (acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calaftl3e surface area) 1 a Estimate number of saripfing points: a. Less than 1.33 acres: Use 8 points b. ff more than 1.33 acres. ' 2 _acres x 6 = l . with maximum of 24_ (using sketch and dInwisions, develop a umfionm "grid' that has number of I.dwsectio; points that match most closely with the esffmaW number of sampling points needed. Number fhe grid intersection points on ithe iagokn grid to correspond with the data to be receded for points of measurement.) H1 Conduct sludge survey and record dab on "Sludge Survey Data Sheet'. I. �l the dma of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): i J. Defe,mine dh bnce from Wftn rn liquid limit to Minimum Liquid Level: , (Da4armine from Plan or other lagoon records) K I Calculate distance from liquid surface level to Minimum Liquid present !Level: ttemJ - Item t, assurnfng present liquid level Is below Max. Uq. Level: L. Record from sfuege surrey data sheet the distarm from the present surface level the lagoon bottom (average for all the measue meat Points): I:to Mi Record from the sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points):, S N I Rom from the sludge survey data sheetthe average thickness of the sk0ge layer: 20 I O i Calculate the thickness of the mdsting Liquid Treatment Zone (ttern M - Item 1K): 3 , g (Naha: If itern O is lase than 4 fL, a sludge removal and utilization plan may be required by I N.C. DWQ. See your specific pennit or con tacx D'WQ for more infkrmation.) P.!Pt coW to the sludge Volume Worksheet If desire to tatculate sludge volume for recdaro*w shaped lagoon v th uniform side slope. 1 cdmpletad by: r CV dprta6ZeA {3�1 = Date: Sludge Survey Data Sheet �. Lagoon Identification: Completed By: � e � C �-- Date: Print Name Sign re Point No. Distance from liquid surface to top of sludge Distance from liquid surface to lagwn Wttom wil) Thickness of sludge layer tl ROM ■tea �� �■■■r CohverWm Table Frem Indres to Tenths of feet (riches Tenths of feet Inches Tenths of feet 1 0.1 7 0.6 12 0.2 8 0.7 1 3 0.2 9 0.7 4 0.3 10 0.8 i 5 0.4 11 0.9 6 0.5 12 1.0 -4, t J 4' L . . . . . . . . . . _j A ------- ---- -- J. F _J L! LL ..... ...... --1- -7- .-1 4. J- i j. IL4-- x Lj 1-A 1 i-4-d. j Ir F- 44- J LA -4-7 d-i 1 A I 44- A L F 4 HIFJ 4L I-j- i_;dd J, -1-T T 1 T I 'A -4 J L I -I T L4 T- Li -1 J- 4-LI —4 I.J -i-j- L L.j--j I L J N Lagoon Sledge Survey Farm A:E Farm Permit or DWQ Identification Number B.' Lagoon Identification Q C Persons) taking Measurements ass d Tf a e'i y Dl� Date of Measurements ! -13-o q E � MethodslDevioes Used for Memmement at a. Distance from the lagoon liquid surface to the top of the sludge layer LIQ 12 CL IL b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon: c. Thickness of the sludge layer if making a direct measurement with "core sampler n! F. jtagoan Surface Area (using dMwisk xm at the inside tarts of bank): (acres) (17raw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G! Estimate number of sampling points: a. Less than 1.33 acres: Use 8 points , 1� b. If mom than 1.33 acres. I-L-to _aues x 6 = 1 t✓ . Vft maximum of 24. (using sketch and dimensions, develop a Uniform'grtd' that has number of Intersection points that match most closely with the estimated number of sampling points needed. Number the grid Intersection points on the Lagoon grid to correspond with the data to be recorded for paints of measurement) WConduct sludge survey and tam data on "MmIge Survey Data Sheet". 1. At the Grrm of sludge survey, also measure the distance from the Maximum Lkpeid Level to the Present Liquid Level (measure at the lagoon gaM pole): e J. Detenrkre distance from Maximum Liquid limit to Minimum Liquid bevel: 1 D (Detarmhe from Plan or other lagoon records) K. Cakxftte distance from present liquid surface level to Minimum Liquid level: ftem.d - Item f, assuming present liquid level Is below Max. Uq. Level: r � L. Record from sludge survey data sheet the distance from the present liquid surface level to the lagoon batlnm (average for all the sngasseers+ent poi►dsr M. ;Record from the sludge survey data sheet the distance from the present lkluid surface level [ 1 to the top of the sludge layer (average for all the measurement points): J j N. Record from the sludge survey data sheetthe average 20chvm of the sludge la)w.. I� O. 'Caltutate fie thkimess of the wd fing Liquid Treatment Zone (item M - ftem K): �Ip ;(Notre: if Hem O is less than 4 ft., a sludge removal and utilization plan may be required by 'N.C. EYWQ. See your specific permit or contact DWQ for more hnforrnatiort.) P. proceed to the skrdge Vokrma Worksheet it desire to calculate sludge volume for recteng:rhar shaped lagoon with uniform side slope. / Cd br: QS.S �+ t°rSon Date: j r ! 3 c� 'T Sludge Survey Data Sheet Lagoon Identification: C. Completed By 1�t1�it� Date: Print Name Signa re ;Gdd Point ■ 'Distance from dquid surface to n■ of d_. Distance from liquid surface to lagoon ■r ■ .■ r Thickness of sludge a iall * All Grid Points and corresponding sludge I"er thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. Conversion Table From Inches to Tenths of feet Iriches Tenths of feet Inches Tenths of feet 1 0.1 7 0.6 2 0.2 8 0.7 3 0.2 9 0.7 4 0.3 10 0.8 5 0.4 11 0.9 6 0.5 12 1 0 - ; -----.--,_ ". , �-;i R I . 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' . � j , . . . 41 ! _ � ; : : . . , ! i � , , F r I- , , � I ! 7 �_ f - - , I I : , I I 1 � , ; - - -...- - .- , :__ 1. -- - � - . T_ .1 -- '--j--r- --- r' - F I ; ; _r � t- j . I . i 1 1 ! 1 I ! __ .. - - - -F-r- F-1.­­-�­ . - ,--., - I - ----r ----- - J_ - F � L , _7 ! -.1 [__ 1- , .. " .- . -, � _ ! �� , i--.-.- - -1 " . - ". I— - - ; -; , I , , I ! � ? i � - ! . �' '! F 1-11-i--1 - . . rr ! . I - _rl L. . ­ - j. r I - - __�_ � - - -F-T-1 I - I I , , .. __ -r-, ­_ I F i L , ,­ , r ­ - . . r- , - - - , --r-- ,--r- ­. I- - - - , -.,-. __ - - -L - �_-+. � 4- �­ , r, :_ -, - 7 F , . _.S" - . �l . _f I T � .- : , p :_ � F - . � _ i-- ,7 . T_Tr_,__�,_:' -7-: - : T- [-- , -;.- - - ­- : , - .- - - . ,- . . - I -.- ., ; . I : � � , � I .- � I � I T ' . �__ - , r i 7 I I F.. I �__ I ; I r I F" i , � , , - I . - i - - _�__.__ 61- - __ I � _r -.F-,..- . . . . , ) � � i I � , - � --r-f- , I � � I i ... F4 - -, --- .1 _, I . 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I M- ,'---r-- - .E _'. -T -'--- " - :- - --F ­4 1 laor- --j- -'r- F.- ,,�s � I ; , I I - . - ­ . ! I ! I I . � -'i : I � , - 7T , . _,_.,__1__, 4 1 - - �'_ F I , -�- - -- - ---- -- - I . I . T' -- " - 'T - ' - J­ � - I I ; � I , I � I 1- , � - I I . , - T f -1 � -- r - , ,,, - - - r- � f - - . . . . I � I � � . . I I �, ; iFFT , �p , I" , - - �­, -�--r- -1 , � .� , , , . , ; - ' I . . . f I I ; ! :::: � ... F, I I i � : , - . � : , - i, F . T' . _- r,-,r- , --f-r - - --- . - , F I -_ I ___ . I - ­_r. i -, ; , . ! - I , _-� -�' - . - - - : I ,--r . -, I , .. � - -- --- - 1 - il- ..., -F--T' -- I . � � I , I -1 i - �r - - ­­ [ !" I , i . : . - . . , m ! - � : i -r- rt- I I . I _; I ; , , I F r � ; . , r I . , � - .; : 1 ! 1 1 . . - ! - - 1, - T - F_' !� I j r ! I , i , - ! i .. ,.- : , ! -_ - - - I __ I- .. r - - � � I I !. .! , � -,--,- - , :-. . ,- I - .--I-- i - � - : - i F' ; T' " L r J­ :--,,"' - � - I,- T. I __ ­ - F F! - ! ; " �' :, I . . I . . . I , . � - , � . ! � - . . - ! . - - I I � .� T . - -L . - - ': - - -, , T I I _�__"­_, : � . . . . i I I I_ --li..., , , . . . I I __! F . - . --j- , , �. . ....... .- -� - . - _+T_T__�. - L - - r : ­ - - . - : i _. , -� , , , 'r � : , 7", r " --- r-- :"- I- � ! , . : I I _[ - - F F �__ I T f Fr-r-' 7 - . . - . - . - - -r T � I ! . I . j � I i . , ,,,- , .l- .. �_ i- _L ... -,__-"- �- I- - - �--­�- -� - f -- - ,_ .. , __ .- ,_­ __ _-F-r-l-­ - - - - . � - � , . - F " --- - 1- , F - 17' r I . I - , � I I I I -, ! , - I 1 1 ; I f ! 1 1 , � I ! I � , i 1 - . � � I - - I , T- -�-� , r- " !, - F !- - .1 , -�. 1 - . - - , � :_ -- ; -,-- : - r F - .-F . - , ..; -F. , - .,. - - .___.� _ __ ... f- - - - F FT".. L' . im , , , -T I 11 T - ­i .1 .1 � t . � .., , �f' �' � !" ". , I � I I I . I " I " � - , - I I ; I _ - 1 - - --r - , .- - j-, - �- -, - --,­ - ;_ �_r. i, 11 r 7. I , I .. .. � a .- . . -.1 :__� - �� - i­ �­ - -!, �..-� - ! 1 � - .... 1, - ;- __ - F-r-'- T' ,'_ �'_f ' ' . 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I , - - '-. - - , � - . - . - - __ -4- �_ . -­ -i ­�-,:- , - -- i - x . , I . - , � - - i' � - . I - ! -i- - --� - � - F I � . . . I , . 7 1 . I - �_ - v ; ., �_ -... - . - - - - .-!- - ' _' . .. ...- �_ . - - . - ­___ -.1- � '.. - - 1-, --- r , �-:_ , ;- . . F : � ,I-1 I - - , . '. � .1 .. : - r 'I, . � �! � . . - ' . 1� : . � . � ' . . I j- -: - - ­ . . . - r ;� - � � r ,.'- "- - - I- I , . . . . I . I I � � i . . , - � I -'r F ,f- 1 I . . � I , , , . . f � . f. I- [ ,.� . ;.. 1_. I . I If _[. j­ [j f--J- [­j­'[-­["'j -1 - f j I [- [- , I- !' I f I � - � : ; : , ; r � � I I - ; ! � F I r i ,- - 1. . - r . � I - - i ! I i I . ; I I I " I I I . : ] ! I : , . I I . I : i 1.09oan Sludge Survey Form Farm Permit or DWO Identification Number py - ( +( • B. lagoon Identification �- C. Person(s) taking Measurements D Date of Measurements E6 041e0nodstl3evica3s Used for Measuement of i a. Distance from the lagoon liquid surface to the top of the sludge layer: fminrLe_ i b. Distance from the lagoon surface to the bottom (sail) of lagoon: c. Thickness of the sludge layer ft making a direct measurement with "core sampler' 1. /--4 F ` Lagoon Surface Area (tmshng dimensions at the inside top of bank): (acres) E (Draw ske" of lagoon on a separate sheet and list dimensions, and calculate surface area.) G Estimate number of sampling paints: f f a. Less than 1.33 acres: Use 8 palms b. If more ffran 1.33 acres. , 7 acres x 6 = � . with maMmum of 24. (using Oka" and dlmenslots, develop a unHorm "grid' that has number of Intersection points that match I MOM closely with the estimated number of sampling points needed. Number the grid Intersecitorn points on i the lagoon grid to correspond with the data to be recorded for points of measurement.) ,I H i Conduct sludge survey and record data on "Sludge Survey Date Sheet. I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level bo the Present Liquid Level (measure at the lagoon gage Dole): I r 7 J. Del +e ftlanee from 14Wcicnum Liquid limit to Minimum Liquid Level: �y (Oeterminr it om Plan or other lagoon records) K.lCaloxmFate distance from present liquid surface level to Minimum Liquid Bevel: Item) -Item 1, assuming present liquid level Is below Max. Uq. Level: r L. `Zeoord horn skKige survey data sheet the distance from the present liquid surface level / Eo the lagoon botiorn (average Ilor aft the measuement poinb): G tO M. Record from the sludge survey data sheet the distance from the present l'mquid surface level to the tap of the sludge layer (average for all the Measurerrment points): N. kword from the sludge swvey data sheet the average ndckness of the sludge layer. a O. ! kUk to the thickness of fhe GA58TV Liquid Treatment Zone (ttam M -item K): • 7 i(Note: If item O is legs than 4 ft., a skOge removal and utilization plan may be required by IN.C. DWO. See your specific po n*t or contact DWO for more ft formation.) f v P. �d to the sludge Vokrme Werkaheet If desire to o�Iariate skudge vehnne for redangular shaped with �wuniforrmm-side slo7pe. letedby /�14cy %ics1GC Date: Sludge Survey Data Sheet i Lagoon Identification: mpleted By. 7Fjftcv BA YrAUOL Print Name Signature --1-0 Date: 1-13 -CU44 ;(A) (8) (C) (D) Prid Point Distance from liquid surface Distance from liquid surface Thickness -of sludge No. to top of slu a to lagoon bottom (soil) la er Ft. &Inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet (tf 2 3 4 5 6 7 8 9 10 113 14 15 16 17 18 19 120 9 iif Cohvandnn Tahin From Inches to Tenths of feet Inches, Tenths of feet Inches Tenths of feet 1 0.1 7 0.6 12 0.2 8 0.7 3 0.2 9 0.7 i 4 0.3 10 0.8 5 0.4 11 0.9 {i 0.5 12 1.0 -r- 1 f- C- L �1rt I i '_.�_ ., .. i it ! J'7`�- L.i! F_I I I. I _ ' ' I ' L.r r L ' �__ ! I I � t r f 1 { I - . _ � - "- - -- `_ � i '��--}__._ �_ '_ _� ! LI I-. LPL.' i-' -�• ' #-} . +- -I- I--L. L �_! i- ; -•- • ` -` - i -- - t _ ' E. _ :._.. - - -- i - I L 1 { ' -�;. ._..L � -i Lr �-`-.l_-�--r-1 -�-�-� �• ` -� L r >- -I--� - - � I f_}_ I_ _ -�} -�--'� ,- - 1 _.:..__; r-!__I .!..�_i.--'J-T-- - �-- -!_ I I�� 1-L'__L_•_�} � � �-i-r-� r" ----- !- `--'• _-_� '_' _ - _ 11. _LI 1 . L` I i J I I r t 1 - 'L fLL - _ -! 1 r : -- r 1 r' {� II -`-�'-� -�-�._� _L-! r � --` I- - -' .I_ • _'-L__� _;.. :_.�_-t--= �t t Y-y-'FZ�rS! C _ L_L_'• .? .! .1_. .i LJ _ _ I- --t- �_ r L-r�L '_ Lt_I ,. I r 'L_._. - .. ' r. 1 . _ �.I _.3.__L ,y_l ! _-T-' _L L 3. �L ' �-i__� r '-'• ` T.-J lr r_' 1 ' , _ - l I ILL11 IJr ' 1 ' iL_' I F1.� t { C L .-. _ _-_.....__ �hi_.L-I f 1 4 _ I i i 1 - _ _ E J I E �. ' i 4-4.1.J_.L 1- ,_ - -' L L ° --` -� ' ~'---1 i ' i Li I 1 I h i : I ! - 1 - Il. t _- I� - F _ _I_ _ ' .._ _ _ _ _. •. 1 J_ -ice 1 ` r _. I. -i -c-- j- I , ; I I I I j f S I T.-I 1 I J. '! I I' I 11 i I I E � i I, I , I I t •, I I - J I _ ! L, _I. ' 1 - Ij I !_;, 1 I I r-�I { r i - i iI 1 1 ' .....:_..--'--- _. - .'_. -'----•--"'•--•--�._.-..----- -'-. �-�.-.-r�-r r �-.--- rr'.+'"-�_r ._, r-� -,- :- .. � -; r -� r �-r--r-r-_r -r .i_ i' ,.. , T "f'-r-f" S �- Lagoon SludIpi Survey Form A. Farm Permit `br DWQ Identification Number Ocj - ¢I B. Lagoon IdentlRmbw C. Person(s) taking Measurarnents Tr - - D. Date of Measurements -OH E.1Medt xWDev�cas Used for Measuement of. a. Distance from the lagoon liquid surface to the top of the sludge layer. 1b. Distance from the tagor, liquid surface to the bottom (soli of lagoon: u:,th lnf:nsuremEn-t c. Thickness of the studae layer if making a direct measurement with 'core sampler' F. Lagoon Suna6 Area (using dirnensic s at the Inside top of bank): i (acres) (Draw skald+ of lagoon :m a separate sheet and list dimensions. and calculate surface area.) G. Estimate nurriber of sampling paints: . a. Less than 1.33 acres: Use 8 points b. If more than 1.33 acOs, 3.1 ass x 6 = .10 . with maadmum of 24. (using sketch and dimen-slors, develop a uniform W that has nummbar of intersection points that match most dos* with the estimated number of sampling points needed. Number the grid Intersection points an the lagoon grid to correvmnd with the data to be recorded for points of measurement.) H. Conduct s tK* survey and record da,'a on 'Shrdge Survey Data Sheet'. 1. At the time of $lodge survey, also mea ure the distance from the Maximum Liquid LAW[ to the Present "Id Level (measure at the lagoon gage pole): 13 J. Determine distance from Mmdmum Liquid Limit to Minimum Liquid Level: (Determine frrirn Plan or other lagoon records) K. Calculate d"nce from present liquid surFaoe level to Minimum Liquid Level: Item.) -Item 4 assuming present liquid Well Is below Max_ Uq. Level: /. 7 L. Record f m sludge survey data sheet the distance from the present liquid surface level rl to the lagoon "tIom (average fir all tte rteasuernerd;Kdnlsg i , 3 M. Record from the sludge survey data sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): �? N. Record from the sludge survey data s~eetthe average thickness of the sludge layer. L O. Calculate the $mldkness of the existing Uquid Treatment Zone (item M - kern K): 3 , S (Mote: If Item p Is less than 4 111, a sludge removal and utilization plan may be required by N.C. DWQ. See your specific permit or contact DWO for more information_) P. Proceed to the sludge Vohrme Wariksheet if desire to cakxdate sludge volume for rectangular shaped lagoon with uniform side sloe, Completed by -''icy %i,q�r�(/rrl vlf"�! �d}LLNL Date: Sludge Survey Data Sheet Completed By: k Print Name i Lagoon Identification: signs P1 o Date: - I --a Grid 's s 'Distance from liquid surface to top of .. c Distance from liquid surface u lagounbotOmslayer_ Thickness of ss' Now • All: Grid Pdlntsandcrgsgonding sludge laver thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. Conwmr on Table From Inches to Tenths of feat [riches Tenths of feet inches Tenths of feet 1 0.1 7 0.6 2 0.2 8 0.7 3 0.2 9 0.7 4 0.3 10 0.8 5 0.4 11 0.9 6 0.5 12 1.0 -4 7-7 77 1 . ............ . . .. .. . ..... T T 'T ------ i ------ III E T-"- T L 7 T. L 1-7- T- -1 ...... .... 4- F .... ..... .. 7 - r i T T.. T F -4- - ---------- `7 - - - - - - - - - - - Ap I- I-7- _T T �vv Oct t I i 7 7­ 7- f -7-r- T7- T_ _.r F 7.1. 7. 7 --------- - IT �7 I- TTT III— --T-ri 7-i "I - - - - - - - - - - - 4 I T_ V. . FIN TT T_ F _17F _T T'l _T, -7-1 --- F T-,. _T -TT -i- -f TTI --- ---- F .77. 7 A _T_ t 7", v 1 7 7 I-F-- --r - r T_. T -4 'T' 7- II- -T T F V -:7 .�wAT� b qQ Michael F. Easley, Governor William G. Ross Jr., Secretary f North Carolina Department of Environment and Natural Resources --1 p Gregory J. Thorpe, Ph.D_, Acting Director Division of Water Quality March 5, 2002 Prestage Farms P-7 A - E PO Box 438 Clinton NC 28329 Attn: Glenn Clifton . L!WR i 2 2 2002 Subject: Certificate of Coverage No. AWS090141 P-7A-E Swine Waste Collection, Treatment, Storage and Application. System Bladen County Dear Glenn Clifton: In accordance with your application received on February 22, 2002, we are forwarding this Certificate of Coverage (COC) issued to Prestage Farms, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance With General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the P-7 A - E, located in Bladen County, with an animal capacity of no greater than 3008 Farrow to Wean and 1248 Farrow to Finish and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the date of issuance until April 30, 2003 and shall hereby void COC Number AWS090141 dated September 18, 1998. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewater flow or number of animals. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. AW I Non Discharge Permitting Unit Internet httpl/h2o.enr.nc.state.us/ndpu' ZDENR 1617 Mail service Center, Raleigh, NC 27699-1617 Telephone (919) 733-5083 Fax (919) 715-6048 DENR Customer service Center Telephone 1 800 623-7748 An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper This COC is not automatically transferable. A name/ownership chance application must be submitted to r the DWQ prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual non -discharge permit by contacting the engineer listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit,;please contact Michelle Barnett (919) 733-5083 ext. 544. �J cc: (Certificate of Coverage only for all cc's) Bladen County Health Department Fayeftevilie Regional Office WateLQuaIity:Section Id Bladen County Soil and Water Conservation District Water Quality Central Files NDPU Files Animal Waste Management Plan Certification (Please ivpe or print all information that does not require a signature) or New or Circle Name of Farm: _ P-7 A, 80CT0,5 9" _ T — Facility No: 09 — 1 4- Owner(s) Name: ?,e m-rAg. FP + 37, z „ram Phone No:9 I 0 -S9 2 - 5 71 i MaiIina Address: P o. 4n& 4395 C1-1Nro4 He. 283a2imp _ . —_- Farm Location: County Farm is located in: 34A?E*4 Latitude and Lon,,itude: 3*6 41 � od" / 78a M � no" Integrator: �figa�ia,iz.+tis, T,dc. Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions, milepost, etc.): 62am T.a,e E Alw�e /3 1 .Soy rN APP�e a x :- 3 MILE $ . F^e wt t S, 6.d TNe: RIAACr. _ Operation Description: Type of Swine No. of Animals Wean to Feeder D Feeder to Finish ■ Farrow to Wean 30019 a Farrow to Feeder 1.2 0 Farrow to Finish a Gilts 0 Boars Type of Poultn, Na of Animals • Laver ❑ Non -Layer Type of Beef No. of Animals © Brood O Feeders ❑ Stockers Other Type of Livestock: Type of Dairy O Milking ❑ Dry ❑ Heifers • Calves No_ of Animals Number of Animals: Z Operniron Onlyious Desi¢n Cauacim- _ Additional Design-Cavacitv:- Total Design Capdcrri'`_" Acreage Available for Application: -75.7— Required Acreage: 7 S. 2-- Number of Lagoons I Storase Ponds: Total Capacity: Z.981,718_ . Cubic Feet (ft3) Are subsurface drains present on the farm: YES or NO (please circle one) if YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one) Owner / Manager Agreement I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farts named above and will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new cerrcation to be submitted to the Division of Water Quality (DWQ) before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year. 24-hour stotzrt and there must not be run-off from the application of animal waste. i (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA -Nana -al Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the office of the local Soil and eater Conservation District_ I (we) know that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written notification to DWQ or a new certification (if the approvedpr' n is chanced) within 60 days of a title transfer. Name of Land Mvrw: _—a1 t_,75'_t rN2C /M G J 04st S i Signature: `�0-,.ce _ _ Date's' Name of MayfaQer (if different fiUrn owner): Signature: Date: ,iWC -- December S. 2000 1 Technical Specialist Certification L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 5F .O005, 1 certify that the animal waste management system for the farm named above has an animal waste management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A NCAC 21i0217 and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.02I7 and 15A NCAC SF -0001--0005. The following elements are included in the plan as applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically competent. IL Certiflcafion of Design A) Collection. Storage. Treatment System Check the appropriate box R Existing facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements. 0 New, expanded or retrofitted facility (SD) Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have been designed to meet or exceed the minimum standards and specifications. Name of Technical Specialist (Please Print): J9. 9LEOd CLIF'rod Affiliation. 69057t6� FARrAs f �� • Date Work Completed: /227 Address (Agency): x 43$ CLIjV -fa4 ►V a 2aI2?' Phone No.:Q16-59Z- 577 t Signature: A &wmi CQ f;;'_ _ _ Date: Z/zd /O -. B) Land Application Site (WUP) The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable for waste management; hydraulic and nutrient loading rates. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency): Phone No.: Signature: Date: C) Runoff Controls from Exterior Lots Check the appropriare bar 0 Facility without exterior lots (SD or WUP or RC) This facility does not contain any exterior lots. D Facility with exterior lots (RC) Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance with technical standards developed by NRCS. Name of Technical Specialist (Please Print): E. i9L EAIIi C t. i !✓ 7oa1 Affiliation PRE57A4e FARrK5.,jJC. _ _Date Work Completed: 1957 Address (Agency): P.D. Bo k 439 _ CLt uiaAu N L z-Y3 Z 9 Phone No-: i10- c92 -51-7 1 Si -mature: &S6n2 N f%N Date:_ 7_1ZO /o t. AWC -- December 2000 �� D). Application and Handling Equipment Check the appropriare box 1 Existing or expanding facility with existing waste aRplication equipment (WUP or I) Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established; required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan). ❑ New. expanded. or existing facility without existing waste application equipment for spray irrigation. (I) Animal waste application equipment specified in the plan has been designed to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). ❑ New. expanded. or existing facility_ without existing waste application equipment_for land spreading not using spray irrigation_ (WUP or I) -- Animal waste application equipment specified in the plan has been selected to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). Name of Technical Specialist (Please Print): C. G[ E*y IJ Cc, i Fro .4 Affiliation PPF57A6E _FAam-i -70Ve_ �—Date Work Completed: 1997 Address (Agency): 8u6.-3oox 432 Cr!►wro j KG ib z9 —Phone No.: 910.592,_577r__ Signature: Ct4 r-� __ . �—_Date: z I In am- , V_ E) Odor Control. Insect Control. Mortality Management and _E_ merQenev Action Plan (SD. SI. WIT. RC or D The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Mangerent Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility. Name of Technical Specialist (Please Print): _C7. 6167AId C 4 t F 7e „l Affiliation P,-e-s7,o6a fAAr►- S., Date Work Completed: 1997 Address (Agency): Phone No.: 910-59Z- S 771 Signature: > , C� i"_- Date: zlza � � _. - -- _. F) Written Notice of New or Expanding Swine Farm The following signature block is only to be used for new or expanding swine farms that begin construction after June 21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who own properly located across a public road. street, or highway from this new or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is attached. A _ . ram, f Name of Land Owner: Signature: Date: Name of I'vianager (if different from owner): Signature: Date: AWC -- December 5, 2000 III. Certification of Installation A) Collection. Stomge. Treatment Installation New. expanded or retrofitted facility (SI) Animal waste storaQc and treatment structures_ such as but not limited to laGoons and ponds, have been installed in accordance with the approved plan to meet or exceed the minimum standards and specifications. For existing facilities without retrofits, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency): Phone No.: Signature: Date: B) Land Application Site (WUP) The cropping system is in place on all land as specified in the animal waste management plan. Name of Technicaf Specialist (Please Print): G• Q e tJ Crc i F TOE/ - Affiliation NES 7^66 FARmS Z,rc. Date Work Completed: l597 Address (Agency): P•0 • Box CI-38. C1.4To.✓ AJi .183zs _ _Phone No.:910-S92-T77) Signature: �i. •�,.. 1 _ - _ _ - _ Date: zlza l; �- C) Rnnoff Controls from Exterior Lots (RC) Facility with exterior lots Methods to minimize the run off ofpollutants from lounging and heavy use areas have been installed as specified in the plan. Forfacilities without exterior lots, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency): Phone No.: Signature: Date: D) A olication and Handling E uipment Installation (WUP or n 10 Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and adjustment materials have been provided to the owners and are contained as part of the plan. Animal waste application and handling equipment specified in the plan has not been installed but the owner has proposed leasing or third party application and has provided a signed contract; equipment specified in the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and adjustment Guidance have been provided to the owners and are contained as part of the plan. Name of Technical Specialist (Please Punt): Q, d2l',Jd CLrG7-W Affiliation POE�57ro&E FOa+t r_.5'Yric. Date Work Completed: 1997 Address (Aaencv)-_ P. D • ea,+- 436 Ce-, -v %d FI e. 2B 3 2 9' Phone No..9la - 591- S 7-7 t Sipature:_ mod• dt t'�►- Date: r_1 Zo fo L AWC -- December-:;,. 2000 4 E) Odor Control. Insect Control and Nlortality Nanagement (SD. SI. WL7P. RC or I) Me,hods to control odors and insects as specified in the Plan have been installed and are operational_ Tne mortality management system as specified in the Plan has also been installed and is operational. Name of Technical Specialist (Please Print): (3. ({tFNw euF7oy Affiliation ®AE 757AI,-, roje_ml 20✓c - _ Date Work Completed: J9,%7 Address (Agency):_ RD - G oeho 438 Ce.i w76^1 afc- .-S32)� Phone No.: 910-59Z- 5-77t Signature: ig - _ zzg&,� C LAC...... Date: L13z j c L Please return the completed form to the Division of Water Quality at the following address: Department of Environment and Natural Resources Division of Water Quality Non -Discharge Compliance & Enforcement Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste Management Plan. AVVC -- December =, 21000 Operator:Prestage Farms County: Bladen Date: 2/19/02 P-7A 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 Bowe (farrow to feeder) x 522 lbs. = 0 lbs 0 head (finishing only) x 135 lbs. - 0 lbs 752 sows (farrow to wean) x 433 lbs. = 325616 lbs 0 head (wean to feeder) x 30 lbs. = 0 This TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 325616 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 325616 lba. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 325616 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED AT OWNERS REQUEST. REMOVE SLUDGE 4. TOTAL DESIGN VOLUME AS NEEDED. Inside top length 325.0 feet Inside top width 225.0 feet Top of dike at elevation 50.5 feet Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 49.5 feet Bottom of lagoon elevation 40.5 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 319.0 219.0 9.00 AREA OF TOP LENGTH * WIDTH = 319.0 219.0 AREA OF BOTTOM LENGTH * WIDTH = 265.0 165.0 69861 (AREA OF TOP) 43725 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH WIDTH * 4 292.0 192.0 224256 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6 69861.0 224256.0 43725.0 1.5 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 506763 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) ,l,IGr Length * Width = `'1 325.0 225.0 73125.0 square feet FEB 2 z 20pz Buildings (roof and lot water) NON, -DSCHAn Length * Width = GE pERM17-rING 0.0 0.0 0.0 square feet TOTAL DA 73125_0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 325616 Lbs. SSLW * CF of Waste/Lb./Day 180 days Volume = 79711 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall - 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 42656.3 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 42656.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A . 79711 ,pubic feet 5B. 0 cubic feet 5C. 42656 cubic feet 5D. 42656 cubic feet TOTAL 165023 cubic feet 6. SUMMARY Total required volume 490639 cubic feet Total design volume avail. 506763 cubic feet Min. req. treatment volume plus sludge accumulation 325616 cubic ft At elev. 46.8 feet ; Volume is 329668 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 464107 cubic feet At elev. 48.8 feet ; Volume is 458647 cubic feet (start pumping) 7. Computations By:t-'�G-- Pn44r-j- Date z1tga'-- OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) with thin. odor control. The time required for the planned fluid level to be reached (permanent + temporary storage) may vary due to soil conditions flushing operations, and the amount of fresh water added to the system. The designed 6 months temporary storage is an estimated volume based on: 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet). Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, -guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to Crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization, plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 48.8 as marked by permanent marker. Stop pump -out when the fluid level reaches elevation 46.8 or before the fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria). The design temporary storage, less 25 year storm is 122367 cubic- feet or 915306 gallons. As stated before, this volume will vary considerably from year to year. 4. The recommended maximum amount to apply per irrigation is one'(1) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. S. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility fot enforcing this law. Operator:Prestage Farms County: Bladen Date: 2/19/02 P-7B 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) 0 sows (farrow to feeder) 0 head (finishing only) 752 sows (farrow to wean) 0 head (wean to feeder) x 1417 lbs. _ x 522 lbs. _ x 135 lbs. - x 433 lbs. - x 30 lbs. _ TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON 0 lbs 0 lba 0 lbs 325616 lbs 0 lbs. 325616 lbs Volume = 325616 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 325616 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED AT OWNERS REQUEST. REMOVE SLUDGE 4. TOTAL DESIGN VOLUME AS NEEDED. Inside top length 325.0 feet Inside top width 225.0 feet Top of dike at elevation 51..0 feet Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 50.0 feet Bottom of lagoon elevation 41.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 319.0 219.0 9.00 AREA OF TOP LENGTH * WIDTH = 319.0 219.0 69861 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH 265.0 165.0 43725 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 292.0 192.0 224256 (AREA OF MIDSECTION * 4) CU. FT. = LAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6 69861.0 224256.0 43725.0 1.5 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 506763 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length x Width = 325.0 225.0 73125.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 73125.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 325616 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 79711 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall - 7.0 inches Volume = 7.0 in �f DA / 12 inches per foot Volume = 42656.3 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 42656.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 79711 cubic feet 5B. 0 cubic feet 5C. 42656 cubic feet 5D. 42656 cubic feet TOTAL 165023 cubic feet 6. SUMMARY Total required volume 490639 cubic feet Total design volume avail. 506763 cubic feet Min. req. treatment volume plus sludge accumulation 325616 cubic ft At elev. 47.3 feet ; Volume is 329668 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 464107 cubic feet At elev. 49.3 feet ; Volume is 458647 cubic feet (start pumping) 7. Computations By: A &a. CL-tr..., Date a-/tio /� �- OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) with min. odor -control. The time required for the planned fluid level to be reached (permanent + temporary storage) may vary due to soil conditions flushing operations, and the amount of fresh water added to the system. The designed 6 months temporary storage is.an estimated volume based on: 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet). Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 112 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 49.3 as marked by permanent marker. Stop pump -out when the fluid level reaches elevation 47.3 or before the fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria). The design temporary storage, less 25 year storm is 122367 cubic feet or 915306 gallons. As stated before, this volume will vary considerably from year to year. 4. • The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. G. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. a. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. Operator:Prestage Farms County: Bladen Date: P-7C 1. STEADY STATE LIVE WEIGHT 0 saws (farrow to finish) x 1417 lbs. - 0 sows (farrow to feeder) x 522 lbs. _ 0 head (finishing only) x 135 lbs. - 752 sows (farrow to wean) x 433 lbs. 0 head (wean to feeder) x 30 lbs. _ TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON 2/19/02 n 0 lbs 0 lbs 0 The 325616 lbs 0 lbs 325616 lbs Volume = 325616 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 325616 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0_0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED AT OWNERS REQUEST. REMOVE SLUDGE 4. TOTAL DESIGN VOLUME AS NEEDED. Inside top length 305.0 feet Inside top width 235.0 feet Top of dike at elevation 49.0 feet Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 48.0 feet Bottom of lagoon elevation 39.0 feet Total design volume using prismoidal formula SSIEND1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 299.0 229.0 9.00 AREA OF TOP LENGTH x WIDTH = 299.0 229.0 AREA OF BOTTOM LENGTH x WIDTH = 245.0 175.0 AREA OF MIDSECTION LENGTH x WIDTH x 4 272.0 202.0 68471 (AREA OF TOP) 42875 (AREA OF BOTTOM) 219776 (AREA OF MIDSECTION x 4) CU. FT. = [AREA TOP + (4xAREA MIDSECTION) + AREA BOTTOM) 68471.0 219776.0 42875.0 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = x DEPTH/6 1.5 496683 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 305.0 235.0 71675.0 square feet Buildings (roof and lot water) Length m Width = 0.0 0.0 0.0 square feet TOTAL DA 71675.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 325616 Lbs. SSLW x CF of Waste/Lb./Day 180 days Volume = 79711 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in x DA / 12 inches per foot Volume = 41310.4 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot x DA Volume = 41810.4 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 79711 cubic feet 5B. 0 cubic feet 5C. 41810 cubic feet 5D. 41810 cubic feet TOTAL 163332 cubic feet 6. SUMMARY Total required volume 488946 cubic feet Total design volume avail. 496683 cubic feet Min. req. treatment volume plus sludge accumulation 325616 cubic ft At elev. 45.4 feet ; Volume is 329155 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 454873 cubic feet At elev. 47.3 feet ; Volume is 449525 cubic feet (start pumping) 7. Computations By: A Cl,�1-4� Date . OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed .for waste treatment (permanent storage) with rein. odor control. The time required for the planned fluid level to be reached (permanent + temporary storage) may vary due to soil conditions flushing operations, and the amount of fresh water added to the system. The designed 6 months temporary storage is an estimated volume based on: 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet). Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 47.3 as marked by permanent marker. Stop pump -out when the fluid level reaches elevation 45.4 or before the fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria). The design temporary storage, less 25 year storm is 121521 cubic feet or 908979 gallons. As stated before, this volume will vary considerably from year to year. 4. The recommended maximum amount to apply per irrigation is oney(1) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation, should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas, or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. Opera tor:Prestage Farms County: Bladen Date: 2/19/02 P-7D 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. - 0 lbs 0 head (finishing only) x 135 lbs. = 0 lbs 752 sows (farrow to Mean) x 433 lbs. = 325616 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 325616 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 325616 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(ff)llb. SSLW= 1 CF/lb. SSLW Volume = 325616 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED AT OWNERS REQUEST. REMOVE SLUDGE 4. TOTAL DESIGN VOLUME AS NEEDED. Inside top length 270.0 feet Inside top width 265.0 feet Top of dike at elevation 52.5 feet Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 51.5 feet Bottom of lagoon elevation 42.5 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 264.0 259.0 9.00 AREA OF TOP LENGTH x WIDTH = 264.0 259.0 AREA OF BOTTOM LENGTH it WIDTH = 210.0 205.0 68376 (AREA OF TOP) 43050 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH x WIDTH * 4 237.0 232.0 219936 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP i- (4,�AREA MIDSECTION) + AREA BOTTOM] DEPTH/6 68376.0 219936.0 43050.0 1.5 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 497043 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 270.0 265.0 71550.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square :feet TOTAL DA 71550.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 325616 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 79711 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 41737.5 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 41737.5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 79711 cubic feet 5B. 0 cubic feet 5C. 41738 cubic feet 5D. 41738 cubic feet TOTAL 163186 cubic feet 6. SUMMARY Total required volume 468802 cubic feet Total design volume avail. 497043 cubic feet Min. req. treatment volume plus sludge accumulation 325616 cubic ft At elev. 48.9 feet ; Volume is 329661 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 455306 cubic feet At elev. 50.8 feet ; Volume is 449944 cubic feet (start pumping) 7. Computations By: �. ��AM,-� OgIL ,Date z�fy/az OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) with min. odor control. The time required for the planned fluid level to be reached (permanent + temporary storage) may vary due to soil conditions flushing operations, and the amount of fresh water added to the system. The designed 6 months temporary storage is an estimated volume based on: 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the ❑utlet invert of pipe(s) from building(s). If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet). Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 50.8 as marked by permanent marker. Stop pump -out when the fluid level reaches elevation 48.9 or before the fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria). The design temporary storage, less 25 year storm is 121448 cubic feet or 908433 gallons. As stated before, this volume will vary considerably from year to year. 4. The recommended maximum, amount to apply per irrigation is ono (1) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. S. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into, waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. State of North Carolina Department of Environment and Natural Resources Division of Water Quality e� � Y James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E.,-Director NCDENR NORTH CAROI. NA DEPARTMENT OF ENVIRON RGF-5 September 18, 1998 RECrI i John Prestage S LEP 2 1 1998 P-7A-E PO Box 438 FAYMEVILLE Clinton NC 28329 REG. O FiCE Subject: Certificate of Coverage No. AWS090141 P-7 A - E Swine Waste Collection, Treatment, Storage and Application System Bladen County Dear John Prestage: In accordance with your application received on May 20, 1998, we are forwarding this Certificate of Coverage (COC) issued to Prestage Farms, authorizing the operation of the'subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the P-7 A - E Farm, located in Bladen County, with an animal capacity of no greater than 3744 Farrow to Feeder and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewater flow or number of animals. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual non -discharge permit by contacting the engineer listed below for P.O. Box 29535. Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Certificate of Coverage AWS090141 P-7A-E Page 2 information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the.General Permit, please contact Brian Mondschein at (919) 733-5083 ext. 364. Sincerel 4�-A. Preston Howard, Jr., P.E. cc: (Certificate of Coverage only for all cc's) Bladen County Health Department f Fayetteville Regional%Office, Water Quality Section Bladen County Soil and Water Conservation District Permit File ,. RECEIVED State of North Carolina YIUI@ a mRYWCTft Department of Environment and Natural Resources Division of Water Quality MAY Non -Discharge Permit Application Form (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) NKOWW" ftMft General Permit - Existing Liquid Animal Waste Operations The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections which are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. 1. GENERAL INFORMATION: I`�g ll �C E I E D 1.1 Facility Name: P-7 A - E , 1.2 Print Land Owner's name: Prestagetlfanns 1.3 Mailing address: PO Box 438 FAYETTFViL.E KEG. C i i i - City, State: Clinton NC Zip: 283289 Telephone Number (include area code). 592-5771 1.4 County where facility is located: Bladen 1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): Hwy. 87/41 north from Elizabethtown, continue on Hwy. 41 to NC 131. turn right on 131 and go 4 miles to farm on left. 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / Integrators name (if applicable; please circle which type is listed): Prestage#Farms 1.8 Date Facility Originally Began Operation: 01/01/90 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 09 (county number); _141 (facility number). 2.2 Operation Description: Swine operation mow to Feeder 3744- Certified Design Capacity Is the above information correct? [�] yes; no. If no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum num er or which the waste management structures were designed. T e of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals 0 Wean to Feeder 0 Layer 0 Dairy 0 Feeder to Finish 0 Non -Layer 0 Beef 0 Farrow to Wean (N sow) 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals: FORM: AWO-G-E 1/26/98 Page 1 of 4 ? \ .� , q � � � � 7« � , k �� � �� b . ©� �a k f 3. 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 75.2 ; Required Acreage (as listed in the AWMP): 75.2 2.4 Are subsurface drains present within 100' of any of the application fields? YES or (0) (please circle one) 2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or� (please circle one) 2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, MRCS Standards, etc.) (Swine Only) © or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? S /9 0 What was the date that this facility's land application areas were sited? 9 /90 REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP must include the following components: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3A The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP. 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3.11 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.) If your CAWMP includes components not shown on this list, such as an irrigation design, or site evaluation, please include the additional components with your submittal. FORM: AWO-G-E 1/28/98 Page 2 of 4 Facility Number: 09 - 141 Facility Name: P-7 A - E 4. nPLICANT'S�CERTIFICATION: I, C, (Land Owner's name listed in question 1.2), attest that this application for (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are mpleted and t if required supporting information and attachments are not included, this application package will re a me i o Signature Date 5. MAN ER'S CERTIFICATION: (complete only if different from the Land Owner) I, (Manager's name listed in question 1.6), attest that this application for (Facility name listed in question 1.1) has been review3Ey me an3 s accurate and complete to the best of my knowledge. I under -stand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 1128/98 Page 3 of 4 -r' pp i�r, _i_r• St.. � . �. •• "f t 1 i+t■•r^ i .I.J. i... ;Oil , '• ma -1 , • 1 y' JI rr 1 hr a y i'�I. Sl E4, 'r .t •rl:iy 1 1 > r fs Jj 4 1 ''] .s• t St f h 3L ;"aLY �1'Z r �. #,`Brut. 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'.r' �;Hrrr�'-+ v r• �•r•''yir,I.` "�.w • '��. +•• 'fit r,r r' `r : ' : �n 1 i.. ■-. 1, - °:!. a r T.. �•:•••, r•�'y t • !ti•r ' �•,ij'r' Z•:4' .,t. +- .r_ J- r ,y y' .:+ 'r;i� •;i: •~1' •'i• .i�,�.� �. -• !�■ .ter, zr3 V, J RA, t 'nz a 'm rl 00 so D We if rj,, cr_* IV uj Tj L) em Ill VC CO of ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- Producer: PRESTAGE FARMS INC. Location: P.O. BOX 438 CLINTON NC 28329 Telephone: 592-5771 Type Operation: Existing Farrow to Feeder Swine Number of Animals: 3744.00 sows (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facility must be land applied at a specified rate to 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: I. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations_ ---------------------------------------------------------------------- Page: 1 ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should: be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or.disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change: methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 3744 sows x 7.3 tons waste/sows/year = 27331.2 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3744 sows x 6.5 lbs PAN/sows/year = 24336 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. ---------------------------------------------------------------------- Page: 2 ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME 1434 1 Au BC 5.5 275 Q 12.3 3382.5 I MAR-OCT I I SEP-MAY MAR-OCT 1434 SG 1 1-2 1 I 150 10-- 122,6 11130 SEP-MAY 1434 3 BC 5.5 0 jAu I I 1275 127.1 17452.5 MAR-OCT 1434 SG 1 0 1-3 1 I 150 127.1 11355 SEP-MAY 1434 5 BC 5.5 0 jAu I I 1275 113.2 13630 MAR-OCT 1434 SG 1 0 I 150 113.2 1660 SEP-MAY END I TOTAL124440 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. Page: 3 ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------ APPLY RESID. APPLIC METH N TIME END TOTAL 10 Indicates that this field is being overseeded (i.e. interplanted) or w annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), 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 fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain fQr.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 time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. ** Acreage figures may exceed total acreage in fields due to overseeding. Page: 4 ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BC SG HYBRID BERMUDAGRASS-CONTROLLED GRAZED SMALL GRAIN OVERSEEDED TONS AC 50 50 TABLE 1 TABLE 2 TOTAL *a TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED 75.2 24440 0 0 75.2 24440 * BALANCE -104 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. ---------------------------------------------------------------------- Page: 5 ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 4118.4 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 20592 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 68.64 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 164.736 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the 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 ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and ---------------------------------------------------------------------- Page: 6 ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract Field Soil Type Crop Application Rate (in/hr) App ic. Amount (inches) 1434 1 Au BC 0.60 *0.96 1434 2 Au BC 0.60 *0.96 1434 3 Au BC 0.60 *0.96 1434 5 Au BC 0.60 *0.96 1434 -1 SG 1434 :2 SG 1434 -3 SG 1434 SG * 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 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. ___ Page: 7 i N 2, tom'` 3 o o kw 0 w H i ANIMAL WASTE UTILIZATION PLAN ---------------------------------------------------------------------- NARRATIVE OF OPERATION -- eta�56 fir% aTto�'3.Q�AS were /'enk+'` P! Nis rewrl s Q�s 54led lie saon v. ---------------------------------------------------------------------- Page: 8 WASTE UTILIZATION PLAN -------------------------------------------------------------------- REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing.him/her the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4_ Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) S. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 5. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste fnay be broadcast provided the application does not occur during a season prone to flooding. (See "weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 15. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied preplant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate - determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be'disposed of in a manner that meets North Carolina regulations.• Page: 11 ANIMAL WASTE UTILIZATION PLAN -------------------------------------------------------------------- WASTE UTILIZATION PLAN AGREEMENT Name of Farm:P7 A-E Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: PRESTAGE FARMS INC. (Please print) Signature: D64WIF _T,,r7 /� l��tf�9 Date: 1� Name of Manager (If different from owner) : Signature: Date: Name of Person Preparing Plan: (Please print)Randall N. Barefoot Affiliation:Prestage Farms Inc. Phone No. Address (Agency): P.O. Box 438 Clinton NC 28329 001, Signature: ( Date: ld / ---------------- - - Page: 12 �v Opera'tor:Prestage Farms County: Bladen i Distance -to nearest residence (atl,er than owner): I. STEADY STATE LIVE WEIGHT 3 Date: 3/6/90 `2500.0 feet :4 sows x V lbs. _ 1=} r F I}4ar5 X I b5. O litters x 1O.0 i s/litter x p $ 30 lbs./pig sows (farrow to f in i sh) y 1417 lbs.. 625 saws ( farrow to feeder) X 52.2 1 b , held (finishing only) X 135 lbs. TOTAL STEADY STATE LIVE WEIGHT (SSLW) = V lbs U lbs 0 Ibs G lbs ti 26250 lbs .0 326260 • 1 L. s 2. MINIMUM REQUIRED TREATMENT. VOLUME OF LAGOON Volume = 32625r.) I bs'! SSLW X Treatment Vu 1 ume (CF)11 b. SSt_W .t Treatment Vulume(CF)/,Ib. SSLW= 1.00 CF/Ib. SSLW 1 Vo'lume = -:_-.26250.0 cubic feet 3. DESIGN TREATMENT VOLUME --Maintain treatment lagoon Iiqu.id level at elevation 46.9 feet Bottom of lagoon elevation 40.5 feet Lragoon size (for treatment lagoon I i gu i d via I erne) using pr i srnc,da I f rmu t r� 'rLENGTH WIDTH SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 _:DEPTH t - xF_t:"r303.4 2t73.4 u w _' 3. 0 3 . D : .3 6.4 AREA OF TOP LENGTH * WIDTH = 303.4 203.4 61711.6 ( AREA OF TOP) AREA OF BOTTOM A. Lb * Wb 265.0 165.0 AREA OF MIDSECTION (Lm * Wm) *4 = 43725. 0 ( AREA OF BOTTOM) 284.2 184.2 209 398.6 ( AREA OF MIDSECTION * 4 ) CU. FT. = [AREA TOP + (4*AREA MIDSECTION? + AREA BOTTOM] * DEPTH/6 61711.6 209:.398.6 4 3 725 . U 1.067 VOLUME OF LAGOON AT TREATMENT LIQUID LEVEL = 335824.1 C:U . FT. 4. TOP OF LAGOON ELEVATION (INCLUDES TEMPORARY STORAGE AND FREFBOARD) Place spoi I as a cov,tinuous ,dire to e1eva i ,r, 50.5 feet. 5. TEMPORARY STORAGE REQUIRED: DRAINAGE AREA: Lagoon (top' -of dike) W'i dth ..;Length z ;. 3Z5.0 -225.0 - 73125.0 square feel: Buildings (roof and Iof water-) Length Width = 0.0 0.0 0.0 square feet TOTAL DA 73125.0 square feet Pumping cycle to he 18.0.0 days. 5A. Volume of waste produced Approximate ma.te daily production of rna.nure in CF/LIr.' SSLW � 0..' 00135 -r Volume = 326 50.0 Lbs : SSI._W CF of Waste/Lb./Day 180.0 days Volume = 7 Z78.0 cubic feet '5Li_' Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for -a f I u�;h system, .?F I ush systems that r e c i rcu I ate the lagaan.•.water..`are accounted for in 5A: f Vo I ume - ` 0.0 Aga 116ns%day 180 days ' i n cycle / 7.48 gall 1 o, per,, cu. ft. Volume = 0.0 cub!'c feet 5C. Volume of rainfaII in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. Rainfall - 49,0 inches Evapor. - 42.0 inches Excess rainfal I (difference) - 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 42656.3 cubic feet 5D. Volume of 25 year - ?_4 hour storm Volume = 7.0 inches / 12 inches per,foot DA 'Volume = 42656.3 cubic feet ✓ '. TOTAL' _REgU I RED . TEMPORARY STORAGE 5A . 7.9278.8 cubic feet - 5B. 0-•..0 cubic feet 5C .42656.3 cubic feet 56. 42656.3 cubic feet TOTAL 164591.3 cubic feet - 6. DEPTH.OF-STORAGE REQUIRED (ABOVE LAGOON TREATMENT VOLUME ELEVATION) Depth required = Volume of temporary storage divided by' the average area of the temporary storage Depth required = 164591.3 cubic feet/ 65786.'3 square feet Depth required = 2.5 Top of dike. elevation = 5t).5 feet .: Lagoon :treatment ~l i qu i d elevation = .46.9 feet Depth 'between top 'of dike and treatment .I i qu i d level - 3.6 feet x Y Depthxirequ i-redY 2.5 feet '-•Freeboard• - (' 1.0 feet 'Total depthrequired3,5 feet ti NOTE: IF THE DEPTH BETWEEN TOP OF DIKE AND TREATMENT LIQUID LEVEL IS. EQL TO OR GREATER THAN THE TOTAL DEPTH REQUIRED, THEN ADEQUATE STORAGE HAS BEEN PROVIDED. 7. LAND APPLICATION OF EFFLUENT FOR NITROGEN DISPOSAL *PRIMARY EFFLUENT DISPOSAL AREA* TYPE OF OPERATION- ;swine feeder pr i g TYPE OF VEGETATION.:coastal (grazed) ANIMAL UNITS 625.0 ACRES / ANIMAL UNIT-; 0.0250 TOTAL ACRES : 15.6 *SECONDARY EFFLUENT DISPOSAL AREA* TYPE OF OPERATION : J TYPE OF VEGETATION : ANIMAL UNITS : ACRES / ANIMAL. UNIT : TOTAL ACRES : DESIGNED BY: Samuel G. Warren APPROVED BY: DATE: 7/5/90 DATE: CLASS III 3 ,... ; .l. . , .. , � r ,tip, •-�•� �.;4d�s T:. . -; 47,s� _I. * ..; � 14a��. � `:,.: .�qs . -:.::.. ` `moo :: � ;.::...:. _ . • .. ; :. q5 I• :i` .i:5::. ' .?.7�t:. , ; ,E ; I 48,s: i..' . ' r ..4qz.. 49.�. f • 1oGr :' Z., y 'y r JCS 4?r ' 4%.`7, 46.9 4a - -:415 ,LO 49►4 4y: r. o 17o Staos� Itil�€T' P+Pt +tT k+,toy Ewa o� Ist ' in l� N' �,, z13 � �,, pW�u�� aE3'4"• aBo+rE Po,ll�rt �T �.r��L�} • ') r7 i v` at�' i flT� ��i'[F� �11��'�• - � &1 .2 qa�4.7� Q84a,e . Sam ii tov 45. 49.E 0:7 49,g ., . 5V So zoo. lR 4q.3 :. 49.�;,... 49,5 ; too %7A tot�V{i WrTM. .,{ �,"11 1 Lr"FGE:CN 'r • +, a. r, ?�' �•�.,t S 'RLJ4�U,. Co_, .... .SCALS I LOD. j` s'IL-• 1.4 l�.i• t I •i . ., e '� `y. ._._ h.. i.1 .. ... .� � •D I .. i { jj'' t.l S �.. � ��. �.� .. I .r... .} " ., i EPERATIoN ANp pyw rENANGE FLAN This lagoon is designed for waste treatment with, minimum odor control. The time required for the planned level to be reached may vary due to soiI conditions, flushing operations, and the amount of fresh', water- ad�Jed. to the system. This lagoon does not have design stoVsQ for fresh, water_ ("rote the effluent depth, in lagoon is adequate for recycling flush, fresh water should not be used. Lagoon i s , designed to stare a 25 year storm rainfall event plus normal rainfall in excess of evaporation. ?arid application of waste water is recognized as an acceptable method of disposal. Care needs to be taken when applying waste to prevent damage to craps or runoff froT the field. Rate of application should not exceed 0.5 inches per'. hour. Waste should be applied according to sail test and waste analysis on actively growing (grass) or immediately prior to planting (corn). The following items are to be carried out 1. Begin pump -out of the lagoon when fluid i eve I reacnes� . the bottom of the outlet pipes. Lagoon is designed for 6 month pump i ng cyc I e. 0241' Igg p Z. Stop pump -out before fluid depth is less than G feet deep (this prevents the loss of favorable bacteria). #FL6k' SV6• C; It is strongly recoMmended that the treatment I ag6on be precharged to 1/2 its capacity to prevent excessive odors during startup. Precharg i ng reduces the concen- tration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 4. Keep vegetation oi-, the embankment and areas adjacent to the lagoon mowed. 5, Repair any eroded areas and establish in vegetation. 6- Recommend that a suitable fence be constructed around' the lagoon for safety purposes. 7. The Glean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Erly i ronment, Health and Natural Resources, Division of Env' ronmer,twl management, has the resp01&s i b i i i ty for enforcing this law. Ail8. surface runoff Is to be diverted from the lagoon to stable outlets. NOTE: An analysis of the waste water- can be obtained at commerc i a t laboratories or at a fee of $4 per same l e at: N.C. Department of Agriculture Flan Analysis . Lab, Agronomic Division, Blue Ridge Read, Raleigh, N.C. Z7611 (Telephone 919_73.T;_2655) . 1 operator' PrEs4aCSe Farms C0L)rn�,�'. glad en P- 7B lIsta.I,ce to rrear'esG residence tuthtr than ouner)t .:500.,0 feet . GlEAQY STATE L-JVC iaF-:KH1 Loaf 5 x I bs . U 1 bs 0 1 ituerrr y R1o„!l itter x GQ 10,,j, - 0 1bs 6 mown s. i arrow to finish) .. 141Y I os . - 0 i 0s 625 sows t f ar'r ow Go fely0pr• i X 5ZZ i i 1i _ _ '. t:StJ 1 Lis ✓; CI tIe a J t ti' i rt 15 r i Iry rr l y i �: 1 :3�� TUTAL G&A01 STATE LIVE WE.1.l:+1- T i SSLW i I bs . m 1 m L MUN FlEUU I F;E 1 1146AIMENT VOLUME � �I:. i AOUI N volume = 226250 i1,<,_ SStLW m rr-eatment Voiume(C"F311t,. SSLW Treatment Vo i ume t 4•=f= )! 1 G . SSL-WT 1 .00 OF f 1 0 . ;•i:: P4 J41 lrf��E _ _Q.=.50.0 LUG I C f•ett INSIDE TOP Lengt:r. X Width K Depth ( Inc i . F'=r"eeboar-•_ L!1=.:a .L laM TREATMENT Vol -L1ME 025.00 _ "_5 _ i 0 10.00 tea t nta 11t treatment lagoon I I eau 1 a i eve I am elevation 47.5 feet Bottom 0? 1 aspon elevation 41.0 feet Lagoon s I ze f f ortreatment I aSo III 1 i qu i d volume; un i ng pr.. I smodm i furmu L.rIVCiiH W-1DIH ME.iVll:l :_iSrL.NOZ SS/Sil-LI :`ici/;;_;iI)EZ 1;)I:-_PrH 004,0 AREA up I..If F 62016.0 ( AREA I_IF. TOP) AREA UP L.I_i 1 1 tiM L..L+ * Wb AREA OF NiIUSEC:`f iUN c L.rA K- Will) *4 ._...< .'.. 1,=: 4 •• 2U9961.0 i AREA OF ICI.i. USEC T 1I_IFy * -i i L AREA 11-11' r E -T*AkR A ITI.i ItRt.t-T 10N) + AROA 01 ­1 0M a 6.'O 1 •_..,'-) Z0990 1. . !;1 VOLUME I_tP LAt,a_ 014 A! I kEA. 11hi_ N I L. tOU i. L) I. E VOL.. _ 34201Q.5 Cu. i . -E. I �_n Ul: LALJUJ W4 i_1.1.. VA lt•, N l 1rJYl...r.lt)EN i iTmF=•r_RARY 5 FORAGE nNb FREEBOARD) ILI: A f< ). t.f T 0 1", A RJ-DGkif 6&--D DRAINAHE ANEA. 9 co i:, ri l t o p o r d j I:: u 1, e 1.' .3 -K W I rj t, t-1 LZ W5.0 2ZO.0 10110.0 square foot Wu i I d i ngs iruof knd i ust WaLer L til, n square fee� TOTAK DA 72125.0 squary feet PU I F1 P i i's 9 C Y C I e t, I-.- e 180.0 Oays. Volume of waste producer] Approximate as iy production of manure in COMO SSI W 0.00103 Volume - 326200.0 Lbu. SSLW * CF of Waste/Lb./Day 180.0 ciays velume = TYWQ.W C"bic feet J 17- 1 111(1 El Cr f Wa. Si V-1 W -.a. t, o I, This 15 the am"u"t of fresh wahor used for warn ing vloars or vie iume Qf vresn water useu f9r a Viusn system. Flush Uystems that recircu!RtE tne I agann wat or are aLcvunted fur' in SA. lift) (I 0ays in cycle / 7.48 Aal;OnG per cu. fz. vo 1 urvl? (-,).o Cuoic feet; Volume of rainfat I in excess of, evaporation use Fier" zoo or %!me when rainfall emceeos evaporation by largest amount. HaInFall to 45.0 i nahes Qvapor. 41.0 inche,,, Lxcess rainfall (diffivience) 7.0 wchet:; VP I ume - Y.0 in * DA 1 12 inches per FOQt volume - 4L*00-3 LubiL feEt 0"- vv,ume oF M year - A n o u r mtorm Volume - 7,0 inches / 1Z 1nche5 per foot * DA Volume - 4Z656.3 Luis it feet 10%" FQTA� REWIRED FEWORARY STORAGE 79Z78.8 C Ub i c feet U,0 C Uo I C f ij at 512- 42656.2 Cubic feet 5D. 42656-3 cubic feet S"uLoLal 164591-3 tubiC foot: rurw RojuiRkh VULLIME 490541.3 cubic r e e -I-, 101AL DES11AN VULUME Duowl.w cubic feet CLASS IV DES [ON DEF TH UF S FORAGE REOUIRED (ABOVE LAGOUN TREATMEN F VOLUME ter. EVAI WN) Uepth 1equired n Vie iums of temporary storage clivicled by the average area of the temporary zt,rage Dpptn required = 101bli-A cubic Feet/ 65924.b square feel; Deptn required - 2 A5 F"p of alive PIPVation := 51.0 feet., Lay"an treaLmewt liquid elevation = 47.5 feet Depth vistwoen top u-1 wke and treatment liquid level 3.0 fekt Deptn requirod 2.5 feet Freebuard - 3.0 Feet lotai elepth ruquired ?-5 feet Noin ir I -HE WHIH BOWIE% TUP Or OWE AND rPlEArMEWT LIQUID LLV21- iS E0041 lo OR AREATOR MAN THE TOTAL DEPYH REQUIRCU, MEN ADEQuAIE 510HAWE HA3 L:F-C.Pl; i"'i A;V 1. ('-)F: V), LAND APPL i CA f I ON OP 15 NFLOGNI F OR N I I ROGEN D I WOW- WHIMARY EFFCUENT WSPOSW XNEA-K fYPE OF 1.PERA110N :farrow to ree6er TWE OF VIT613CAMN z, «Lrt,!, i :j 1.. a x t- a QZ x w c c) ANIMAL UNIFS Wt. (,.' A;_;NLK / ANIMAL UMT 'i 1JTAL 10SPOSAL ARGAv. I Y 1 1- V F- TA I I 1a 1-4 ANIMAL UNITS = 0,1..) lul"L ACkES 0, ci. jr:,,, , P if -1 A t -- 1 t�-:- V f: 0 Y Dire~-Vi � �Y�• 9 VAS _ iak to T 1 rJ N AND MA i N i'ENANC E PLAN This lagoon is des'lgnwd for waste treatment with minimurn odor control . The, time requ i r-ed for the planned I:eve I to be reached may vary due to so i I c _end i t i ,_,ris, f I ush i ng operat i ons, and tide amount of fresh, water- added to the system. This I agoc'ir� does riot have des-i gn storage for fresh, water. Once the in depth in lagoon is adequate for - recycling flush, fresh water- should not be,used. Lagoon is designed to store:a 2b year- storm ra rnfai I event plus nor -ma I , ra-i nfa I l in excess of evaporation. Land application of waste water- is recognized as an acceptable method of d i sp�osa I . Care needs to oe taker, when applying waste to prevent damage to craps or runoff from the field. Rate of appalicationshould not exceed 0.5 inches per hour-. . Waste shou l'd be app ! i ed according to su i I test and waste arialysis on actively growing (grass) or immediately prior to Planting (corn). The fo l lowing i terns are to be carr,i ed out: 1. Begin pump -out; of the lagoon when fluid level r0achie's' the bottom of :'the outlet pipes. Lagoon is designed for 6 month pumping cycle. 4g -3 Z. Stop pump -out ;before f l u i d depth is less than '6 feet deep (this prevents the loss of favorablq bacteria). f Elc ✓ ¢7. 0 3. It is strongly recommended that the treatment lagoon be precharged to 1/Z its capacity. to prevent excessive odors during startup. Pr-echat- 9 1 nag reduces the concert- tr-at i on of the i n i t i a; waste entering the lagoon thereby reducing odors. ao.1ids should cue covered with effluent at a1 1 times. 4. Keep vegetation on the embankment and areas adjacent to the lagoon mowed. F. ReF a i r any eroded areas alid estau 1 i sl-, in vegetation. 6. Recommend that a suitable fence be constructed around the lagoon for safety Feurprises. 7 . 1he C:l earn Water Act oi- V•077 prohibits the discharge of pollutants intb waters of the United States. The Department of _Environment, Heaith'and Natural Resources, Division of Environment -at Maria;3emi=nt, has the rE=spons i b i s i Vy for en{ „r.c 1 )-,3 i,h i s 1 aw. A i I surface runoff is to be d1verted from the Iagoon to stable cutlets. NOTE: An analysis of ti-le waste water- can be obtained at commercial laboratories or at a fee c,f $4 per sample at: N.C. Department of Agricu;tune Plan -Analysis. Lab, Agronornic D:ivisic,n, E'lue Fridge Roacl, Raleigh, N.C. Er c tea: 7:.g aS" . • c r -yc.'`i�fi.+' I r-�3'+.ems-'•''-w}.«'��l"'sa"x,+ - 1 ' Oper.ayt5,o�r.�Pr.est�age TH C County: LEI aden Da to. 2/27/'�] F �,`4� .f-� Di tance<<t _1 earest�'rets'i deuce ,-Aother. than owner)_: 810.0. feet 1 ,j»5.. ; .wY+ `Yn,r•� -,..sb I!; `tax- ' •'s:: a._ •.: " . ` I ySTEADYSTAT LIVE WE I GHT +(7 I �F$ +• - " ,^t •• _ -.t ix T T.0 �I t1 s'. �. .I I:F51• :s,Oy!-it a _s:ic: 1O.t7�p'igs/litter x 4 30 kGs./fiig - 'O ri'b , 0 sows ;(farrow -to f i n i sh) x 141T I bs . _ �° ";FO ' i Gs _ _625 5`4ws`;(farrow to feeder? x 522• �I bs: - 3262'50 .'-•I`bs 'Ohead�:(fi�rishir�g anlyl x 1•'�5 Its. = O TOTAL STEADY STATE LIVE WE I GHT (SSL.W) _ 326250 1 h s MINIMUM_; REQUIRED: TREATMENT . VOLUME OF I_AGO4N •rV4rume` 326250 kba. SSLW x Treatment Valume(CF)/Ibi,SSL.W ;._Treatment Vo I ume"(CF) / I b . SSLW= 1 .00 ' CF/-1 b.'. SSLW '- `i :3262!50 0 -cubic feet .. INSIDE TOP Length X W i dttF ;< Depth ( Inc I . Freeboa.r'= 3." DESI,CN.."TRFATMENT.,VULUME "' 305.00 235.00 10.00 z3 Ma i uteri n treatment lagoon I i qu i d level at e i evert i on . 45.5 f eet o'ttom �,of lagoon e l Peat i on 39.0 feet �m '2•2, Lagoanjistze or— rea'tment Iagbon ,I squid volume) using -prismadal farmut L".F_NGTH e_'�wA WIDTH -A SS/ENlal '�: SS/EtUU2 55_%SlZDE1 SS/SIDEr 0 .' - ' 3.Q '-` y5 _ .r ? s'I..y$b ty r •ram ne r Ys>ip�y-Lt'�"'""r'r TS`A- - lt�s A.�y`. �_Fn.-{-s.•� - 1..c"s''ti, `: +_ ' �a s�' ' 'i"� AREA­UF_7.to P ; .-�.A LENGTH * , WIDTH = 284.0 ': ' 214. 0 = 60776.0 (AREA OF TOP) _''�;� ? • , ` _ - _ " ,AREA70F. ' I�faTTC�M ` x� =FJ245 4 175.0 42875. 0 (AREA OF BOTTOM) -'mA EA OF MIDSECTION _ I LV '- `264.5 194.5 20574. i .0 ( AREA OF M f DSECTTON 4 ) '[AREA TOP •+• (4*AREA MIDSECTION) f AREA BOTTOM I 1E DEPTH/6 60776.0 206781.0 '42..- r , QS11 . :VtJLUI+IE- OF LAGOON AT TREATMENT L.IQIJTD LEVEL = :3:352i;3.4 CU. FT. 4. TOP1 .'GF_,LA6b0N EL.EVATf ON (INL:I..UDES Ti=..MPORARY STORAGE AND FRFEBoARD ) F' I ac*e spo i I as" d i Ice Lo settled top elevation 49.0 feet (plus 10Y far. Kett i ement ) Wo_ (• 8o_'da�s --�5�, i �?TEMPGFcARY � TOFcA`�E �.F+'EQt�TRED � i d �'it,- e�,a '•a£�J�+r ++•�. L��',',S, 37_�; s`� tr l.. -_ - ' _ • •. - . '. - T'.•DRA I NACF AREA: Y: + �a �x s Lr't 4arl �t tGp Of J ke of>i305'r0`35 0 :�71+575 O s�ua're feet 1 2 -A -l-L.±r:, S E.. _ Fig - _ -. - ♦ - - i c �u i I d i ngs (roof a.nd Opt 'wa.ter) :I-enyth �� * W } th = <I 0.0 0.0 0.0 Square feLlt _TOTAL DA 7.i675aO square feet _Rump i ng..'cyi I_e to be 1.80. t7 days'. aA Vol'ume`_af'wste produced Appr'ax smate` da i l y ,product i c�tt of manure in CF/Lfi SSL.W 0.0013S -- - } ;: Y fit_:-r v., : •. a .� Volume 0 Lbs'.' SSLW CF of Waste/L.b./T ay 180.0 days Valumer� 7�2.7�� S cutic feet Vo I ume ` of "Wash 'water y h i s'i the arnour+t of fresh 'water used for washing f.I Gor,s or volume L.aF� �`� a'ffr"eh water, used f} r a`' f lush system, Flush systems that' rec i rcu I ale �l t_he �,l'agaon ­waterzIare or =i n•75A r 7 ' tsws" y~F.. ''iTyi�_; tsa, ,.r"kp'ii.•:: �' _ 4 "y '� s r•'" c' "y:,�is.4 ' l.- +i'',r�;a:� '�i�; � :Sd• 7��;.'�, E= ' " --r - %• � "• ;' - ,��?s;o�Volurne'" �O 0 ;ga#Ions/day' ... 11U days in cycle 7.48 .gal It- ,rksTcFer:cf! .-f. 'Y.s ,nzYc, I ume hn'O.0 rcu.i feet k �4+ i - SC.� `Volume of ecess of evaporation , Tr ' Use 'per 1 ad , of t } me` whey: ra: i e,fa I 'I exr_• ePeds . evaporation by largest amount . . �� r a} nfa I I to - 48.0 inches" �- ,, vapor. - 41.0 inches Excess rainfall- (difference) = 7.0 inches 7/to 7.5 Vo l ume = 7.0 i n DA / IZ inches per foot ",Vo I ume = 41510.4 cuto i c. feet . 8 �,�+ Jed �l �.Z. �Yxs fir. ; -Jt` •�i�t ? 5D. .-Vo Iv'ume ofyear - 4 hour storm 4 e C _ ! - . � _ e . ;. ` --t V6I ume _Y R.T ;•7.0 i nc'hes / '12 inches 01 `per,1 fort DA Va I'um_e 4110.` c feet ✓ ,' '• _cubs � •'- - i 'l:e` - `"�' �F-+i f >"'� ,�.: �i � .. fi "f.R-i •.° r-- +.c.1 i� � :r � r. - . s • _ ' c.. - ai':. Sy.i �=:1.-••J �-J. :.}N.. r.-. a1 4fTOTAL.*•{FtF�UIFcFD�`TFMkii�AR ST6RAGE n S5R r 7a►�?7s.t� cuF_� i c feet 51-3 O.0 cubir- feet 5G. 4Z�10. 4 c tib i c feet 5D. 47'810.4 cub i r feet Subtotal 162-2 9.6 cub i c feet TOTAL. REQUIRED VCiI_UME 489:14-9.6 C 4h i C f p t TOTAL DESIGN VOLUME .4968 3 . G cub i c ' feet V .. DEPTH OF 5T(DRAGF REQU I RFD i`( ABOVE _ t_AC-001\1 TREATMENT r:LASS III DES I �;N 10/ VOI-LIME EL.EVAT I ON) Depth requ i red Vo hsme of temporary storage divided'. by the nY aver:age" area of the temporary storage -';Depth required = 16289i�.6 cubic feet/ 641D23-.5 square' feQt -.% :Depth required - ,q 2.5 >' X; ''Top -of �d i ke elevation - w49.0 feet +] i_tlgQn >treatment 'k i"rluA d e I eva t i.on = 45,.5 feet betwee'nitop Hof Ad i ke a.nd treatment I i qte i d A eve t -3.5 feet -,�r•DPptii-quired k�4 i r,•,5 feet J�-'_ �t'rFreebrdl"d c ���';� � s w - , 1 .0 'feet r Tota'I '-depi:h -re red fi- .- y 3.5 feet NINE:— 7F THF. DFF'TH >1FTWEEN TOP OF DIKE AND TRI=ATMENT LIQUID LFVEt_ I i 1, - TO OR (;RFATER THAN THE TOTAL DEPTH REQUIRED, THEN ADEQUATE STORAGE %`: "': HAS `13EFN ,PROVIDED i. 7. LAND•'APPLIGATION'OF EFFLUENT FOR NITROGEN DI10SAL _ - *PRIMARY EFFLUENT DISROSAL_ AREA* TYPE OF OPERATION :farrow to feeder TYPE' OF 'VEGFTA•TJON :coasta I grazed- range ` ANIMAL UNITS 625.0 ACHES / AN I MAL k!N I T G : Ck?:30 u--- TOTAL ACRES •1-4.4 *SECONDARY EFFLUENT DISPOSAL AREA* TYPE OF OP'ERAJTION : TYPE OF VEGETATION : ANIMAL UNITS : 0.0 ACRES 1 ANIMAL. �tIN I T : 0. 0000 TOTAL ACRES 0.0 DESIGNED BY:V APPROVED DYI: DATE: Z-z�-�t� DATE': i. PERA T i ON AND MA i N l-ENANC:E PLAN This lagoon is des,i gnad far- waste treatment with, minimum odor contro i . 7 he t i me requi re-:1 far the p I anned I:eve I to be reached may vary due tc. so i I c o n d i t i or,s, f I ush, i ng operat i :-ns, and t1-,:e amount of fresh, water added to the system. This I a.gopn does not have des.i gn storage for- fresh, water. Croce the off I uent depth•, i n I agvan i s adequate for recycling flush, fresh water should not be. used. Lagoon is designed to store 'a 25 year storra ra i of a I I event p I us nor -ma I ra'i nfaI I i r, excess of evaporation.. Land application of waste water is recognized as an acceptable method of disposal. Care needs to be taken w.hen applying waste to prevent damage to crops or runoff from thre field. Rate of application should not exceed 0.5 inches per, houi,. • Waste shou t.d be app 1 i ed according to so i I test and waste analysis on actively growing (grass) or immediately prior to planting (corn). The fo 1 I ow i ng i terns are to be carr,i ed out: 1. Beg i n pump -out- of the I agoon when f I u i d I eve.1 reathie"t- the bottom of '.the outlet pipes. Lagoon is designed for 6 month, pu'rnp i ng cycle. EL4V. 47..8' Z. Stop pump -out �bef ore fluid depth is less than .6 feet deep (this prevents the 'loss of favorable bacteria). 3. It is strongly recommended that the treatment lagoon be prechargea to 1/Z its capacity. to prevent excessive odors during startup. Prech,ar31n.q reduces the concert- tr-at i on of the initial waste entering the I a.go on thereby reducing odors. Sc,.1ids should -be covered with effluent at all times.. ` 4. Keep vegetation on the embankment and areas adjacent to the lagoon mowed. 5. Repair any eroded areas ana estau l i sh in vegetation. 6. Recommend that. a suitable fence be constructed around the lagoon for safety purposes. 7. Tl-re Ci ear, Water Act of 1' l7 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Hea I -Cr, and Natural Resources, Division of Environmental Managem6nt, has the respons i ti i I i ty for enf .arc i ",3 th i s � I aw. 8. All surface runoff is to tie diverted from the lagoon to stable outlets. NOTE. An ana I ys i s of the waste water- can be obta i ned at commerc l a i I aborator" i es or at a fee of $4 per sample at. N.C. Department of Agr- i cu: tur-e Plan -Ana l ys i s: Lat., Agronomic Division, Blue Ridge R a-:J, Rafe igh, N.C. 7r--.11 (.peiephone Operator:Prestage P-7-1) County: Bladen Date: S/G/91 Distance+-to'nearest residence (other than owner); 4000.0 feet+. 1 ' STEADY, STATE LIVE WEIGHTwt ^i 5•" •*-•F x�� r x.'4 r-`a'i�.,s7'i t:• 5ew�.G.. '2r,e."fi$ .4.:. _ d'5OW5 ,X , .., - 0 lbSN»0 � r�'l'`'�,; kbS" y by rxl]oars X '. Ibs. 3 1 r0 s1 b5�^. itters;x ... ;10.0 pigs/k fitter x -.�;30 lbs:/pig . - ._r ,O;.I _ ._0 stews (far to f i n, i sh) x 14'17 I bps . �"�-' .0;[b5 , _ R-. . 0 I Ids ­,'n"' 625 so'wsV(farr' ow to feeder) �; 522 lbs. _ .- �326250.'�i:bs``:���. �O head (finishing only) r, 135 Ibs. - 0 TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 326250 Ibs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 326Z50 Ibs, SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1.00 CF/I'b. SSLW Volume = 326250.0 cubic feet INSIDE TOP Length X Width X Depth (Intl. Freeb<,a 3.' DESIGN TREATMENT VOLUME: 270.00 265.00 10.00 Maintain treatment!Iagocn Iiquid level"at elevation 48.9 feet Bottom of lagoon elevation 42.5 feet Lagoon size ( for treatment 'I agoon I i qu i d vo I ume ) using pr- i srr�oda I f ar-rr _ LENGTH WIDTH SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH . -f w Y<,5 •. , .t= 243.4 243.4 t _ -_'3.0 3.O' 3.0 3.0 6.4 AREA OF^ TOP LENGTH WIDTH = 242.4 243.4 60460.6 ( AREA OF TOP) AREA OF BOTTOM LTA * Wb = '210.0 205.0 43050.0 (AREA OF BOTTOM) q AREA OF MIDSECTION: (Lm Wm) *4 = t 229.2 224.2 205546.6 (AREA OF MIDSECTION * 4) . 3 , CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/ 60460.6 205546.6 43050.0 1.0 t, VOLUME OF LAGOON AT TREATMENT LIQUID LEVEL = 329660.9 CU. Ft 4. TOP OF LAGOON ELEVATION (INCLUDES TEMPORARY STORAGE AND FREEBOARD) Place spoil as dike to settled top elevation 5Z.5 feet. (plus 10% fbr- settlement N 5 . TEMPORARY STORAGE REQUIRED i DRAINAGE AREA: Lag 000p• of� dike),' w Len9tii *,Width 270 .'0 265.0 7.1550.0 square feet - Buildings (roof -and yl of water) Length. * Width 0.0 0.0 0.0 square feet TOTAL DA 71550.0 square feet Pumping cycle to be 130.0 days. 5A. Volume of waste produced Approximate daily pr6duction•of manure in CF/LE SSLW 0.00135 Volume = 326250.0 Lbs. SSLW CF of Waste/Lb./Day * 180.0 days Volume = 7927$.8 cubic feet :. 5S. Volume of wash water Y .Th iss i i s-_.-the *'amount yt�f `fresh water used for `washing f I aors or volume 0f fresh water= used, .or,;a- f I ush system. i Flush "systems that recirculate the' i agoon ,water: are,. ccounted for •i n 5A. Volume = i `'0.0 a t I ons%day * 180 days in cycle / 7.45 gal to per cu. ft. { Volume = 0.0 cubic feet ' 1 5C. Vo I ume 'of r. a i nfa I I i n excess of evaporat i on , Use period of time when rainfall exceeds evaporation by largest amount. Rainfall to - 43.0 inches Evapor. - 41.0 inches Excess rainfall (difference) = 7.0 inches Volume = 7.0 inl* DA / 12 inches per foot Volume = 41737.5 c ub i c feet i s - i ' , f 5D. Volume of 25 year - 24 hour storm - „Volume = 7.0 inches / 12 inches per foot DA _•� r}. " Vo I,ume - 41737.5 cubic feet MTOTAL, -REQUr.IRED. TEMPORARY .STORAGE 5A. ;79278.8 cub i c 'feet ; r 5D. �` 0.0 cubic feet 5C. 141737.5 cubic feet 5D. 41737.5 cubic feet Subtotal 18Z753.6 cubic feet TOTAL REQUIRED VOLUME 489003.8 cubic feet TOTAL DESIGN VOLUME 497043.0 cubic feet CLASS III DESIGN 6. DEPTH OF STORAGE REQUIRED (ABOVE LAGOON TREATMENT VOLUME ELEVATION) Depth -required = Volume of temporary storage divided by.the average area of the temporary storage Depth required = 162753.8 cubic feet/ 64418.3 square feet Depth required = 2.53 Top of dike elevation = 52.5 feet Lagoon -treatment liquid elevation = 48.9 feet DepW between top a'f.dike and treatment liquid level = 3.6 feet �s Dep.•requsred q- ,�; 2.53-•feet 1.00 feet . Total 'depth required - 3.53 feet NOTE: IF THE DEPTH BETWEEN TOP OF DIKE AND TREATMENT LIQUID LEVEL IS I TO OR GREATER THAN THE TOTAL DEPTH REQUIRED, THEN ADEQUATE STORAGE HAS BEEN PROVIDED. 7. LAND APPLICATION OF EFFLUENT FOR NITROGEN DISPOSAL *PRIMARY EFFLUENT DISPOSAL AREA* TYPE OF OPERATION :farrow to feeder TYPE OF VEGETATION :coastal grazed- Kam5e An ANIMAL UNITS : 625.0 ACRES / ANIMAL UNIT : ' .a/6 TOTAL,' ACRES : 14.4 *SECONDARY EFFLUENT DISPOSAL AREA* TYPE OF OPERATION : TYPE OF VEGETATION : ANIMAL UNITS : ACRES / ANIMAL UNIT ; TOTAL ACRES : DESIGNED BY: DATE: 0.000 i 0.0 APPROVED DATE: c Zr`9I OPE14ATION AND MAINTENANCE PI..AN This lagoon is des lgne'd for waste treatment with minimum odor control. The''time required for the planned level to be reached may vary due to soil conditions, flushing operations, and the, amount of fresh water added to the system. This lagoon does not have design storage for fresh water. Once the efffluent depth in lagoon is adequate for recycling flush, fresh water should not be used. Lagoon is designed to store ai 25 year storm rainfall event plus normal rainfall in excess�;of evaporation. Land application of: waste water is recognized as an acceptable method of disposal. An irrigation System (so l i.d - set, traveler, center pivot) is the most: efficent method of application. Care needs to betaken when applying waste to prevent damage to crops or runoff from the field. Efate of application should..no-t exceed 0.5 inches per hour. Waste should be applied according to soil test and waste analysis on actively growing. (grass) or immediately prior to planting (corn). The-fo.11owing items. are to be carried out: s 1. Begin pump-out'vof the lagoon when Fluid level reaches. the bottom of the outlet pipes. !.agoon iG d ned for 6 month purdping cycle. ELEVATION 2. Stop pump -out before fluid depth is less than 6 fe deep (this prevents the loss of bac ter i :0 . F:LEVATION'Pp'_ � 9. It is strongly irecommended that the treatment lagoon ` be precharged to 112 its capacity -to prevent excessive odors during startup. Precharging redi.ices the concen- tration of the initial waste entering the lagoon thereby reducing odors. Solids should he covered with effluent at all times. 4. Keep vegetation�on the embankment and areas adjacent to the lagoon mowed. 5. Repair any eroded areas and establish in vegetation. 6. Recommend that a suitable fence be constructed around the lagoon for 'l'afety purposes_ 7. The Clean Water 'Act of 1977 proh i b i"ts the discharge of pollutants intoiwaters of the United States. The Department of Environment, Health and Natural Resources, Division of Environmental Management, has the responsibility for enforcing this law. S. All surface runoff is to be diverted from the lagoon to stable outlets. NOTE: An analysis of the waste water can be. obtained at commercial laborator i es or at a fee of $4 per sample at: N.C. Department of Agriculture flan Analysis I-'ab, Agronomic Division, glue Ridge Road, Raleigh, N.C. 27611 (Telephone 919-733-2655). '!FkLc•3i:;4;.�v:;.ri i14....a.ihv�.. �..1ui �y . r.r:�rr..Jti.• i/ ' sta• icy, ta nearest residence (other than owner). Y ?' STEIADY40WE LIVE WEIGHT A;~ '1 'sa+as Kfarrow to finish) x 1417 lbs. ,, YIZ48 so&s A farrow to feeder) x 5'Z2 tbs. Oxhe4ad -(finishing only) r, 135 lbs. v =0"s04farrow t4'wean) r, 433 lbs. ."0 head 4wear, to' feeder) x 30 lbs. .t TOTAL STEADY STATE LIVE WEIGHT (SSLW ) ..MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON �Q 1500.4 Net = O lbs = 651456 i b s = tl 1 b S 0 lbs. = 0 l bs 651456 tbs Volume = 651456 t bs . SSLW X Treatment Volume CF) & n . SSLWI Treatment V iume(C;_)/Q. SSLW= 1 :=/Q. SSLW Vo; Ume = 651456 cubic feet ... STORAGE VOLUME FOR SLUDGE A+ CiJMULA T I?N Vo l ume = 0.0 cubic feet 4. TOTAL DESIGN Vl_i_UME inside top length 680.0 feet i inside top width =i;ir; ,0 fee Top of dike at elevation 45.5 -feet Freeboard 1.0 feet ; Side siopes 2.0 . 1 (inside ia2 :n) Total design lagoon liquid level at e i evat i Sri 47.5 feet BAtom. of lagoon elevation 38.5 feet yeasana l high water .table elevation 4S.5 feet Total design .vol i..lme using pri smo i dal. fo; m:il? SS/END1 SS/ENDZ SS/SIDE! SS/SIDE' LENGTH WIDTH DEPTH AREA i ti= TOP LEATH * WIDTH _ 674.0 _94.0 AREA OF _ _ l7 56 .11 (,'j'4RFy O. OP) AREA OF mIDSECTION LENGTH WIDTH * 4 C= FT. . - REA TOP T . Q*A A MIDSECTION) + AREA BOTTOM] nM T H _ VOLUME OF _?.G =i� N AT TOTAL 07 S _ O.-. LIQUID LEVEL = - • _ — = U . F . DkAINAGE AREA: 3.Lagoon (top of dike) 1. & Len jth W i'dth W 1180T0 200.0 136000.0 square feet .B.ui Idin_gs' ! aof and la water)_ Length * Width 0.0 0.0 . 0.0 square 'feet .TOTAL DA 136000.0 square feet Design temporary storage period to be _ o lays. - SA. Vo l Fume of waste ;produced Approximate daily -production of manure in CF/LS ___W 0.00i Volume = 651456 Lbs. SSLW * CF of Waste/Lb,/Day _80 gays Volume W 159989 cubic feet SLR. Volume of wash water This is the amount oi fresh water- use" for w=s . ng i l o Qr5 or vo i uAe of fresh water used for a flush system. Flush systems that recirculate the T;joon water are accounted for in 5A. No I ume ga l l ores/day * 180 says storage/7.4S gallons per C•F _ Volume ._ - 0.0 cubic feet 5C. Vo 1 ume of r-a i n;a ! I t o excess of evar orat i on Use period of time when rainfali emcea c eve '_. yti_.n b; iargest amount 4j o 1 erne = 79031.3 µ -_ i - N e , ' ,SD. Volume of 25 year - .24 hour storm ,Volume - 7:0i'in-ches /`12 nche5 per 'foot * DA ;t . I-Vo 1 ume = 79333.-3 cub i c feet TOTAL REQUIRED TEMPORARY STORAGE - 5A. Y 159089 ,`cub i c.?feet 5B. O cubic- ~feet 5C,' '79333 ,cubic feet - .z 5D . 79333 cubic .'feet TOTAL 31T756 cubic .:feet . SUIY 9IA ={Y Total require,! vaiume 969212 cubic fear ` Total desiSri volume avail. 9746ZS cubic feet Min. re-. treatment v{+!ume P!us 5fudse accurnu!-_rjon i_5145_. cYbic fa_ At e I ev. 44.9 feet ; Volume is 652055 cubic feet (end pump i nS 7 Total design volume less 25yr--24hr stare is case i c fact At elev. 45.8 feet ; Volume is 884:371 cubic feet r st art pump i nS) Seasonal h i gh .water table elevation - 43.5 feet 7. DESIGNED BY = z�. APPROVED B DATE: ...g-l;? -92 DATE: C�- Z NOTE: SEE ATTr'SrW_HED tiAS UT I? I: AT1OF,,; rLAN D 410�r- I9ti/ �� c3' 77W i ?�/! / Si5/o �/ Ale %�,o �T &t- �Q r.: oil oil PEI on ones mummulis LL) LU 1-- z z lzi iL w CL 0 4-1 ID C-1 Ili 1-� 4-) n 4,1 Ili r T! at > 10 J:I ti I.. iij J.'! I.L ZI 17'. Ili 1- .11 to a' Ki Ili C. ill ILI L ID �V •fl a, ra > Ill Ili "I �l.. !jj ZI, -1 171-4 t,7 zi I 1 071 N, C- to L: 131 a! U? c: fli; 31 :11 1:1 :;1 j-d Qi p: 0 T'l - 4 Ul ITI at I-, -J: I ILL > — It ai !i 1. (:I rA It I :j Qj ill 1.1 CL i:j Ill at 11T I'l at Ill i7l. 4- J,' C T l71 1�1 Q Ili c., Ij i- Ill )I Lit ill 171 fit i:k Ui "r it, C.: Ili .7.: 4., ol Ili 61: Al th I-0 F, 1 +11 4-1 I:, Ili jlj 7:1 7:1 at ::l 1:1 fit at .4-1 I'd 4:1 M > --- --- I - Ili Ell 7j ill i-I G., 7. Ij I p L. Q-3 Ili 4.,t ill :11 Ll! ,p at nj (1.1 at fid .11 fil C:, tit ill C iel ill P Ul i'l I C: -j z rri Il.1 IiQ ul .40 to C: -4-1 'Ti Ij I u I it 4- 4Cr W '1:1 ILL al. 4- 111 t-I ILL 4,- a I T-.-" kit 4 :t OS Ili ill 4-, 11 EU i: !:I LA Ild Ln 0 C > 11 al !r, hit at U) at fd 1p a 1 4-1 Ill -C: 4. 4. 1.: Ilf c !L. rd ul 4.1 r -. fid U1 ,If Ind 1:1 p At I I il} I-j -4-) CL - — to 4-1 {-1 U'l 4-}Illu ill ill Cat :r 11! Ill 1, C., at Ill jT1 Ili 3�1 '1 1" '11 4.1 L. a' at li; i-I at .2 1 u ill I:: I J rl + Ct. • -0 rd at ;jl q I (It ilt rl� U) 4-1 7!. U) . — -i Ill at C -4 (it -I 0 E - >1 111t, "i U) U) u Ln Ul Of 4.1 rd -c- Ln zi Ul if, -l.l I= E: u, 4 ill ill 4, --1 Ili Ill to Ill C., C: ji Ll 1 -1 4-1 T.1 C. IL :.I al I-_ i�� U, Y� I CIL. 4-- .4' Ill IT]ill < IT) Ili V Qj > Ci. V li,, Til 1E i1i .-I .I '1 - 6 I -A Ili ID at m lid F-1 fd I., _j al GA I= cD rd nj a, w r1i LL, 4." CL. L;! n Th at I] F- ul It- C: M rj rd z: 'i 'D Ii W XS M • rO CL '"1 :7. '(d � 'V at a] 01 C rd F- 'r) C, cli - — v 1:1 C. — in -- L V -Ci ill 13; ill -V rd � ill n1 I 11 Z fd — CL — CL Un LI at U Ili It G1 u IT! Im Ji 7:: J- 131 Gi L. i_ ID �7 , > !TJ .77. -cl LI -Cj C' Cri -X '4- fil i1i fd 1% .--L 0 UA Or, t+3. a i":24 uy pier mar'i erit ill a Ker-5. Z;b-L P pU'ii f+-+:,l: is wher, the fluid level reacheF eIevaticrri 44.La or trefvre fkuid lepth i s i ess thari 6 feet deep ( th i s prevents the loss of favorable trac ter- s a) . The des i on tern;larar-y stc rage, l ess -5 year storm i s 42" cubic feet r 1r:_;: <_�:1 �ai 1orris. As stated trefore, th ! s vir 1 urne will vary cC+r.5 ! der -at+ l y from year to year. 4 The r ec r+rnrriend ed max ! rriurn amirunt to ar+r i y per i r-r- i 3?t' I •- n I Cs na (.1 ) i rich and the r-ecvrnrnende+j rnaX Irnurn app i I Cat I r--iri rate i c ri,4 I riches per hour. 5. Keep vegeta.t!Grt of-2 t:"ie embankrnertr, and areas adiaceFit tr-+ the 1 ao o n rnr+'ried arinua1 1y. Ve3etat" i ctrt Sh r1:1 d be fert [ ?Zed ?.a r!eeed tc+ rna.l rlt7 t ni a 'v:'gr„+r':,u5 Start+d. f F:upa.i r F!-y e r"ed arG _s _ir ar ea5 dam, a,3ed [ry r-+-,t�'e n t an vege ra - �. �'aY ��e r'unc, a i t pia iverte—+ F -Orn tt`!e -�. 'irt �, E. - jrut 1 ets. e C . e an �4 a t e r- !i. '_ t t 5 e +y I = _ .. a r .4 = C, r.rr i i uT. :. r:r5 I rft+_! ',.racer-5 _+f ": r''e _rs E LG.y �t 5. .c r rr r a. F t j-, e _ t_ i iL .IV i r-Q Pri ! r t o 1 i i i-ri -�T �'-'� � .rirn Fcra.ltr:, a;;7 iJa1r�. rigs urces, riv s _ _ „;I _.. merita! Management, has tree respon s ! b i 1 i ty for erifr_rrc i ng th'. 5 ? aw. • 4I . BLADEN COUNTY EMERGENCY ACTION PLAN DIVISION OF WATER QUALITY (DWQ) 910-48b--lb91 EMERGENCY MANAGEMENT SERVICES (EMS) 510-tsb�-baba SOIL & WATER CONSERVATION DISTRICT (SWCD) 910_862-b936 NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 910-662-69:�b 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 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 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 problems are listed below: A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam, any permanent alteration of the dam should be approved by a qualified technical specialist. b. Pump wastes to field at an acceptable rate. C. Stop all additional flow to the lagoon -hold waste in the house if' possible. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field -action include: a. Immediately stop waste application. b. Create a temporary diversion or berm to contain the waste. c. Incorporate waste to reduce further runoff. d. Evaluate and eliminate the reason(s) that caused 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 (flushing system) pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge. e. Repair all leaks prior to restarting pumps. D. Leakage from flush system, houses, solids separators -actions include: a. Stop recycle (flushing system) pump. b. Stop irrigation pump. c. make sure no siphon effect has been created. d. Stop all flows in the house, flush systems, or solid separators. e. Repair all leaks prior to restarting pumps. 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 to catch all seepage, put in a submersible pump, and pump back into 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. 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? 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 of the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours, call your DWG (Division of Water Quality) regional office, at 910-486-1541, after hours, emergency number:1-800-858-0368. Your phone call should include: YOUR NAME, FACILITY, TELEPHONE NUMBER, THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE SERIOUSNESS OF THE SITUATION. b. If spill leaves property or enters surface waters, call local (EMS) Emergency Management Services at 910-862-6760. c. Instruct EMS to contact local Health Department. d. Contact local Soil and Water Conservation District (SWCD), Natural Resources Conservation Service (MRCS) office at 910-862-6936 and Cooperative Extension Service (CES) at 910-862-4591 for advice/technical assistance. 4. If none of the above works call 911 or the sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair of the problem to minimize off -site damage. a. Contractors Name: _W_EL.iS ?2D5. OW-S-i. Cp _ b . Contractors Address: !!F* SaX4x+r=¢ Ff i+- L ,R P —1,-)AXEV WC. — c. Contractors Phone: 910 - 591- 5705 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: CLCrjd O_L1FToni b. Phone: 592- 5-7-71 7. Implement procedures as advised by DWO 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. 8. If you are a contract swine grower associated with a swine company integrator, contact the company representative at 1-910-592-5771 Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production 0 Vegetative or wooded buffers Animal body + Dirty manure -covered surfaces animals 9 Recommended best management practices CR Good judgment and common sense 0 Dry floors Floor surfaces + Wet manure -covered floors 0 Slotted floors 0 Waterers located over slotted floors O Feeders at high end of solid floors 0 Scrape manure buildup from floors 0 Underfloor ventilation for drying Manure collection • Urine 2 Frequent manure removal by flush, pit recharge, pits + Partial microbial or scrape decomposition 0 Underfloor ventilation Ventilation exhaust + Volatile gases 9 Fan maintenance fans + Dust 7 Efficient air movement Indoor surfaces + Dust 9 Washdown between groups of animals 0 Feed additives C3 Feeder covers 0' Feed delivery downspout extenders to feeder covers Flush tanks • Agitation of recycled lagoon O Flush tank covers liquid while tanks are filling Q Extend fill lines to near bottom of tanks with anti -siphon vents Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific practices Flush alleys . Agitation during wastewater Q' Underfloor flush with underfloor ventilation conveyance Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with liquid while pits are filling anti -siphon vents Lift stations • Agitation during sump tank 0 Sump tank covers filling and drawdown Outside drain 0 Agitation during wastewater 0 Box covers collection or conveyance junction boxes End of drainpipes • Agitation during wastewater O Extend discharge point of pipes underneath at lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions 2 Proper lagoon liquid capacity • Biological mixing 0 Correct lagoon startup procedures . Agitation (a Minimum surface area -to -volume ratio © Minimum agitation when pumping O Mechanical aeration 0 Proven biological additives irrigation sprinkler • High pressure agitation a irrigate on dry days with little or no wind nozzles . Wind drift C9' Minimum recommended operating pressure D" Pump intake near lagoon liquid surface 0 Pump from second -stage lagoon Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Storage tank or • Partial microbial 0 Bottom or midlevel loading basin surface decomposition 0 Tank covers • Mixing while filling D Basin surface mats of solids • Agitation when emptying O Proven biological additives or oxidants Settling basin • Partial microbial C] Extend drainpipe outlets underneath liquid level surface decomposition Q Remove settled solids regularly • Mixing while filling • Agitation when emptying Manure, slurry, or Agitation when spreading Cl Soil injection of slurry/sludges sludge spreader • Volatile gas emissions 0 Wash residual manure from spreader after use outlets C] Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges slurry, or sludge on drying field surfaces C] Soil incorporation within 48 hours C7 Spread in thin uniform layers for rapid drying C] Proven biological additives or oxidants Dead animals • Carcass decomposition D' Proper disposition of carcasses Dead animal • Carcass decomposition 0 Complete covering of carcasses in burial pits disposal pits O Proper location/construction of disposal pits Incinerators • Incomplete combustion 0 Secondary stack burners Standing water • Improper drainage 2' Grade and landscape such that water drains away around facilities • Microbial decomposition of from facilities organic matter Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Manure tracked onto a Poorly maintained access 7 Farm access road maintenance public roads from roads farm access Additional Information: Available From: Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center 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—BAE Controlling Odors from Swine Buildings; PIH-33 NCSU--Swine Extension Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc. Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Flush gutters • Accumulation of solids 13 A Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed Remove bridging of accumulated solids at discharge Lagoons and pits • Crusted solids lR 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 to 8 inches over more than 30 percent of surface Excessive vegetative • Decaying vegetation Or Maintain vegetative control along banks of growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feeders • Feed spillage 0 Design, operate, and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage C3 Clean up spillage on a routine basis (e.g., 7- to 10- day interval during summer; 15- to 30-day interval during winter) Mortality Management Methods (check which method(s) are being implemented) ❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial must be at least 300 feet from any flowing stream or public body of water. a/ Rendering at a rendering plant licensed under G.S. 106-168.7 ❑ Complete incineration ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture ❑ Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached)