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780091_CORRESPONDENCE_20171231
r' Murphy -Brown, LL. R i -PR 0 6 2W9 Grower(s): Farm Name: LIZATION PLAN Murphy -Brown, LLC 7075 & 7076; Fac. No.: 78-91 County: Robeson Farm Capacity-, Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish 17600 Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days Irrigation 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. 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. 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. RECEIVED 1 DENR 1 DWQ 1 of 11 AQUIFI~R'PPnTFrTIr1N SFCTION APR 0 6 7on4 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3212 gal/yr gallyr Farrow to Feeder 4015 gallyr gaVyr Farrow to Finish 10585 gaVyr gaVyr Wean to Feeder 223 gaVyr gaVyr 17600 Feeder to Finish 9136 gallyr 17,353,600 gallyr Total 17,353,600 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity Type Nitrogen Produced 1per Animal Total Farrow to Wean 5.4 Ibslyr Ibslyr Farrow to Feeder 6.5 Ibslyr Ibslyr Farrow to Finish 26 Ibslyr Ibslyr Wean to Feeder 0.48 Ibslyr Ibslyr 17600 Feeder to Finish 2.3 Ibslyr 40,480 Ibslyr Total 40,480 Ibslyr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 221.07 Total N Required 1st Year: 62903.00 Total N Required 2nd Year: 40078.08 Average Annual Nitrogen Requirement of Crops: 51,490.54 Total Nitrogen Produced by Farm: 40,480.00 Nitrogen Balance for Crops: (11,010.54) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 Reception Area Specifications Tract Field Irrigated $oil I st Crop Timo to IslCrop 1stCrop LbsNIAc Lbs N Total lbs N Acreage Type Code Apply Yield lbs NJUnIt Residual /Ac Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N Code Apply Yield lbs N/UnIt Residual Ift Utilized MEMM En MEMO 3(a) v1 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. 1n fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized 1 unit yield A Barley 1.6 lbs N 1 bushel B Hybrid Bermudagrass - Grazed 50 lbs N 1 ton C Hybrid Bermudagrass - Hay 50 lbs N / ton D Corn - Grain 1.25 lbs N I bushel E Corn - Silage 12 lbs N 1 ton F Cotton 0.12 lbs N 1 lbs lint G Fescue - Grazed 50 lbs N / ton H Fescue - Hay 50 lbs N 1 ton I Oats 1.3 lbs N I bushel J Rye 2.4 lbs N 1 bushel K Small Grain - Grazed 50 lbs N 1 acre L Small Grain - Hay 50 lbs N 1 acre M Grain Sorghum 2.5 lbs N 1 cwt N Wheat 2.4 lbs N 1 bushel O Soybean 4.0 lbs N 1 bushel P Pine Trees 40 lbs N 1 acre 1 yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres 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. 4of11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PANT rlanimal Farm Total/ r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 17600 Feeder to Finish 0.36 6336 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 6336 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 31680 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 105 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 253.44 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids_ The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste 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 the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5 of 11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr * inches 34836 1 Goldsboro D 0.4 1 2 Lynchburg D 0.65 1 3 Rains D 0A 1 4 Lynchburg D 0.65 1 5 Goldsboro D 0.4 1 6 Lynchburg D 0.65 1 7 Lynchburg D 0.65 1 6 of 11 Additional Comments: This plan revised to show a two year crop rotation of corn, wheat and soybeans. Option: Cotton may be substituted for corn on any of the fields so long as the rotation is followed and there are no more than a MAXIMUM of 103.1 acres planted in cotton. If this option is utilized, the following rates and application windows should be followed: Soil Type Ibs.Nlacre Application window Goldsboro 96 March 15-August Lynchburg 87 March 15-August Rains 81 March 15-August Residual N from soybeans has been accounted for in the rates shown above. This plan revision adds fields 6 & 7. These fields will be irrigated on using the Aerway. 7of11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 7075 & 7076; Fac. No.: 78-91 Owner: Murphy -Brown, LLC Manager: 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 nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. Ilwe understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Murphy -Brown, LLC Signature: Date Name of Manager (if different from owner): Signature: Date Name of Technical Specialist: Toni W. King Affiliation: Murphy -Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: Date 8 of 11 NUTRIENT 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 the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to 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 and flies. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking 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 canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist'. Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 10 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21 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 nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 July 1, 2007 Murphy -Brown, LLC Carroll's Farm # 7075 & #7076 PO Box 956 Warsaw, NC 28398 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 IL0 1- sfr17 Subject: Certificate of Coverage No. AWS780091 Carroll's Farm # 7075 & #7076 Animal Waste Management System Robeson County Dear Murphy -Brown, LLC: In accordance with your application received on 11-Jun-07, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Murphy -Brown, LLC, 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 Carroll's Farm # 7075 & #7076, located in Robeson County, with an animal capacity of no greater than the following swine annual averages: Wean to Finish: 0 Feeder to Finish: 17600 Boar/Stud: 0 Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0 Farrow to Finish: 0 Farrow to Feeder: 0 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 U1.19 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.ncwateroualitv.ore Location: 2728 Capital Boulevard An Equal opportunitylAflirmative Action Employer— 50% Recyded110°%o Post Consumer Paper N� Carolina Altumlly Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 Customer Service: (877) 623-6748 If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per 15A NCAC 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 NRCS standards and the permit is rescinded by the Division. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWW 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 910433-3300. 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) Robeson County Health Department Robeson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AW S780091 Waste Management Plan Changes Facility q S — Q 1 _ �.._,. Farm RECEIVED JUN 13 2W7 I gENR _ FAYE�TEI�LL€ REC�aNAI o�c� � This farms Waste Management Plan has made the following changes: ❑ Crop changes ❑ Wetted Acres Increased Acreage ❑ Decreased Acreage ❑ Changed Irrigation Design ❑ Change in Farm type ❑ Plan based on 3 Years On Farm Records ❑ Other Comments: Date l f Murphy -Brown, LLC 6/8/2007 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Growers): Farm Name: Farm Ca Murphy -Brown, LLC 7075 & 7076; Fac. No.: 78-91 Robeson Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish 17600 Storage Period: Application Method: >180 days Irrigation _agoon JUN 13 2007 DENA-FAYEMLLE REGIONAL UFICE The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. 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 DWO regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3212 gal/yr gallyr Farrow to Feeder 4015 gallyr gal/yr Farrow to Finish 10585 gaVyr gal/yr Wean to Feeder 223 gal/yr gal/yr 17600 Feeder to Finish 986 gallyr 17,353,600 gallyr Total 17,353,600 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): CapacIty Type Nitrogen Produced er Animal Total Farrow to Wean 5.4 Ibs/yr lbs/yr Farrow -to. Feeder 6.5 lbslyr _ Ibslyr Farrow to Finish 26 lbslyr lbslyr Wean to Feeder 0.48 Ibs/yr lbslyr 17600 Feeder to Finish 2.3 Ibs/yr 40.480 Ibs/yr Total 40,480 I bs/yr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 221.07 Total N Required 1st Year: 62903.00 Total N Required 2nd Year: 40078.08 Average Annual Nitrogen Requirement of Crops: 51,490.54 Total Nitrogen Produced by Farm: 40,480.00 Nitrogen Balance for Crops: (11,010.54) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2 of 11 Area Specifications FieldReception Tract Irrigated Soil Ist Crop Time to IstCrop IstCrop LbsNIAe Lbs N Total lbia Acreage Type Code Ap Fy Yield lbs NiUnit Residual JAc UtIlIzaCE 2nd Crop TIMO to- 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N Code Apply Yield lbsN/Unit Residual /Ac Utilized ��a�a��r.•a■tm���,®m���©ems®��®�® 3(a) at 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. in fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized 1 unit yield A Barley 1.6 lbs N 1 bushel B Hybrid Bermudagrass - Grazed 50 lbs N 1 ton C Hybrid Bermudagrass - Hay 50 lbs N 1 ton D Corn - Grain 1.25 lbs N / bushel E Corn - Silage 12 lbs N / ton F Cotton 0.12 lbs N 1 lbs lint G Fescue- Grazed 50 Ibs N 1 ton H Fescue - Hay 50 lbs N 1 ton I Oats 1.3 lbs N 1 bushel J Rye 2.4 lbs N / bushel K Small Grain - Grazed 50 lbs N 1 acre L Small Grain - Hay 50 lbs N / acre M Grain Sorghum 2.5 lbs N 1 cwl N Wheat 2.4 lbs N / bushel O Soybean 4.0 lbs N 1 bushel P Pine Trees 40 lbs N / acre 1 yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres 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. 4of11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PANT rlanimal Farm Totall r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 17600 Feeder to Finish 0.36 6336 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 6336 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 31680 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 105 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 253.44 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. *This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste 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 the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5 of 11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Tract Hydrant Soil Type Crop Application Rate inlhr Application Amount * inches 34836 1 Goldsboro D 0.4 1 2 Lynchburg D 0.65 1 3 Rains D 0.4 1 4 Lynchburg D 0.65 1 5 Goldsboro D 0.4 1 6 Lynchburg D 0.65 1 7 Lynchburg D 0.65 1 6 of 11 Additional Comments: This plan revised to show a two year crop rotation of corn, wheat and soybeans. Option: Cotton may be substituted for corn on any of the fields so long as the rotation is followed and there are no more than a MAXIMUM of 103.1 acres planted in cotton. If this option is utilized, the following rates and application windows should be followed: Soil Type Ibs.N/acre Application window Goldsboro 96 March 15-Au ust Lynchburg 87 March 15-August Rains 81 March 15-August Residual N from soybeans has been accounted for in the rates shown above. This plan revision adds fields 6 & 7. These fields will be irrigated on using the Aerwa . 7of11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 7075 & 7076; Fac. No.: 78-91 Owner: Murphy -Brown, LLC Manager: 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 nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. Ilwe understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be fled 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: Murphy -Brown, LLC Signature: Date Name of Manager (if different from owner):��,(c� Signature: mot Date Name of Technical Specialist: Toni W. King Affiliation: _ Mures -Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: Signature: 293-3434 V0 6- `3-0-1 Date 8 of 11 NUTRIENT 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. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recievinq crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offske 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 and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking 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 canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 10of11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season_ 21 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 nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 Murphy -Brown, LLC Grower(s): Farm Name: 5/18/2005 NUTRIENT UTILIZATION PLA Murphy -Brown, LLC 7075 & 7076 County: Robeson Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish 17600 Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days Irrigation 2822 Hwy 24 West P.O_ Box 856 Warsaw, NC 28398 !AN 0 5 2007 0ENR - FAYEiiEVILLE REG10NAL CFFiCE . RECElVM / DENR / DWQ AQUIFlrR'PP0TFC'n0N SECTION DEC 2 72006 The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. 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. 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. 1 of 8 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, A tons, etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3212 gal/yr gal/yr Farrow to Feeder 4015 gal/yr gal/yr Farrow to Finish 10585 galtyr gal/yr Wean to Feeder 223 gal/yr gal/yr 17600 Feeder to Finish 986 galtyr 17,353,600gal/yr Total 17,353,600 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity Type Nitrogen Produced per Animal Total Farrow to Wean 5.4 fbs/yr Ibs/yr Farrow to Feeder 6.5 Ibs/yr Ibs/yr Farrow to Finish 26 Ibs/yr Ibs/yr Wean to Feeder 0.48 Ibs/yr Ibs/yr 17600 Feeder to Finish 2.3 Ibs/ 40,480 lbs/yr Total 40,480 I bsl Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 186.6 Total N Required 1st Year: 48453.55 Total N Required 2nd Year: 33735.6 Average Annual Nitrogen Requirement of Crops: 41,094.58 Total Nitrogen Produced by Farm: 40,480.00 Nitrogen Balance for Crops: (614.57) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of8 Reception Area Specifications Type Code Apply Yield lbs NlUnIt Residual fAc Utilized M-Pvnl�. _Acreage - 3(a) of 8 ,Reception Area Specifications Tract Field Irrigated Soil IstCrop Tlmelo IsiCrop IstCrop LbaN/Ac L� M Ta'al 16.Nm. -lAc Utilized _Acroaga 3(b) of 8 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop A Barley B Hybrid Bermudagrass - Grazed C Hybrid Bermudagrass - Hay D Com - Grain E Com - Silage F Cotton G Fescue - Grazed H Fescue - Hay I Oats J Rye K Small Grain - Grazed L Small Grain - Hay M Grain Sorghum N Wheat O Soybean P Pine Trees Lbs N utilized / unit yield 1.6 lbs N 1 bushel 50 lbs N 1 ton 50 lbs N I ton 1.25 lbs N / bushel 12 lbs N 1 ton 0.12 lbs N / lbs lint 50 lbs N / ton 50 lbs N 1 ton 1.3 lbs N / bushel 2.4 lbs N 1 bushel 50 lbs N I acre 50 lbs N 1 acre 2.5 lbs N 1 cwt 2.4 lbs N / bushel 4.0 lbs N I bushel 40 lbs N / acre 1 yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the melds to be used for the utilization of animal waste. 4 of 8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/animal Farm Totaltyr Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 17600 Feeder to Finish 0.36 6336 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 6336 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 31680 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 105 acreas of land. If you apply the sludge to com at a rate of 125 pounds per acre, you will need 253.44 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste 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 the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5 of 8 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr " inches 34836 1 Goldsboro D 0.4 1 2 Lynchburg D 0.65 1 3 Rains F 0.4 1 4 Lynchburg F 0.65 1 5 Goldsboro F 0.4 1 6of8 Additional Comments: 7 of 8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 7075 & 7076 Owner: Murphy -Brown, LLC Manager: 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 nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. Itwe understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Murphy -Brown, LLC Signature: Date Name of Manager (if different from owner): Signature: Date Name of of Technical Specialist: Dawn Williamson Affiliation: Murphy -Brown, LLC. Address: _ _ _ 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: S-- is _05- Date :. f:3 NUTRIENT 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. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recievinq crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 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 and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking 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 canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 2 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21 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 nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 3of3 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 Carroll's Foods Inc Carroll's Farm # 7075 & #7076 PO Drawer 856 : Warsaw, NC 28398 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://h2o.enr.state.ne.us/aps/gfou/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 generalpermits, you must submit an application foryermit coverage to the Division. Enclosed you 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, votr 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, Ted L. Bush, Jr., Chief Aquifer Protection Section Enclosures cc (w/o enclosures): Robeson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files - 780091 Carroll's Foods Inc Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Internet: www.newaigAualitv.org Location: 2728 Capital Boulevard Raleigh, NC 27604 An Equal Opportunity/AffimtaWe Action Employer— 50°% Recycledl100% post Consumer Paper Telephone: Fax 1: Fax 2: Customer Service: N�o,�t1iCarolina (919) )Valurallky (919) 715-0588 (919)715-6048 (977)623-6748 A i Tir�,*PA NCDENR North Carolina Department of Environment and Natural Resources Division of Soil and Water Conservation Michael F. Easley, Governor August 12, 2005 Mr. Kraig Westerbeek P.O. Box 759 Rose Hill, North Carolina 28458 SUBJECT: Operation Review Notice of Referral for Farm 7075 & 7076, Facility Number 78-91, Robeson County Dear Mr. Westerbeek, William G. Ross Jr., Secretary RECEIVED AUG 17 2005 DENR-FAYEREMLLE REGIONAL OfFiGE On July 27, 2005, an operation review was conducted of Farm 7075 & 7076, facility number 78-91, in Robeson County. This review, undertaken in accordance with G.S. 143-215.10D, is one of two routine site visits scheduled for all subject animal operations in 2005. Staff from the Division of Water Quality will conduct a separate compliance inspection. • During the review it was noted that swine waste had been applied to three pivots in which the crop (wheat) was never harvested. Your permit requires that crops for which animal waste is land applied must be removed from the land application site and properly managed and utilized. The nitrogen application amounts are as follows: Pivot Number Nitrogen Applied (Pounds per Acre 3 127 4 62 5 131 The allowable nitrogen rate on the wheat was 132 pounds of nitrogen per acre. The onsite representative stated that the small grain was a crop failure. In cases of crop failure the Division of Water Quality should be contacted for guidance prior to destroying the crop. 225 Green Street, Suite 714, Fayetteville, NC 28301-5043 Phone: 910-486-15411 FAX: 910-486-070A Internet: www.enr.state.nc.us/ENR/ An Equal Opportunity! Affirmative Actions Employer - 50 % Recycled 110 % Post Consumer Paper One NhCarolina )Vaturally Mr. Kraig Westerbeek August 12, 2005 Page 2 It was for this reason that your operation was referred to the Division of Water Quality for further investigation and possible enforcement action. G.S. 143-215.10E requires staff from the Division of Soil and Water Conservation to notify the Division of Water Quality and the owner/operator of these observed violations. A copy of the operation review report is enclosed for your information. Site findings and recommended corrective actions as discussed are noted in the comment sections. Please remember that in order for your facility to remain in compliance with environmental regulations, animal waste cannot be discharged into the waters of the State, and the animal waste collection, treatment, storage and disposal systems must be properly maintained and operated under the responsible charge of a certified operator. On behalf of the Division of Soil and Water Conservation, I appreciate your cooperation with this operation review. Please do not hesitate to contact me at 910-486-1541 if you have any questions, concerns or need additional information. Sincerely, C740e5��' Danny Edwards Environmental Specialist cc: Art Barnhardt, Division of Water Quality Dana Ashford, Robeson Soil & Water Conservation District Vernon Cox, Division of Soil & Water Conservation 225 Green Street, Suite 714, Fayetteville, NC 28301-5043 Phone: 910-486-15411 FAX: 910-486-070A Internet: www.enr.state.nc.us/ENR/ An Equal opportunity / Affirmative Action Employer - 50 % Recycled 110 % Post Consurner Paper NoAhCarofina )Vaturallff Information contained in this database is from non agency sources and is considered unconfirmed. Animal O eration Telephone La DWO Facility Number Farm Name lCarroll's Farm # 7075 & #7076 Caller's Name Rusty Collins ® Reporting O Complaint Caller's Phone # Access to Farm Farm Accessible from main road 10 Yes O No Animal PopulatioD Confined 10 Yes O No DepoP JoYes O No Feed Available 10Yes O No Mortality 0 Yes O No Sprav Availability Pumping Equipment O Yes O No Available O Yes O No Fields Date-11-2003 Time Control Number 12598 Region JFRO Lagyoon Questions Breached 10 Yes 0 No Inundated 10 Yes 0 No Overtopped 10 Yes O No Water on 0 Yes O No Outside Wall Dike Conditions 10 Yes O No Freeboard Level Freeboard Plan Due Date Date Plan Date Freeboard Inches (? equals blank) Received Level OK Lagoonl Lagoon2 Lagoon3 I_�J Lagoon4 Lagoons Lagoon6 -, l.. ,. _'L :'., .'A',.... ... .'f- - , -. .. a _', .. � E ....- r-.. ,n-,i1%Y. s. �."t•..4'.n. .. ..'.'1.:'�F'«`F�. .. r ling Call: Comments2 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Carroll's Foods Inc Carrollos Farm # 7075 & #7076 P.O. Box 856 Warsaw, NC 28398 Dear CarroIl's Foods Inc: NCDENR NORTH CAROLINA DEPARTMENT OF ENviRoNMENT AND NATURAL RESOURCES December 30, 1999 FAYEi1101iLLC AEG. Ci F -ICE Subject: Fertilizer Application Recordkeeping Animal Waste Management System Facility Number 78-91 Robeson County This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN) application on fields that are part of your Certified Animal Waste Management Plan. In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers. Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to be kept on the appropriate recordkeeping forms (i.e. IRR 1, IRR2, DRY 1, DRY2, DRY3, SLUR 1, SLUR2, SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ) compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an appropriate enforcement action. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the DWQ staff at (919) 733-5083 ext. 571. SincereI i Kerr T. Stevens, Director Division of Water Quality cc: Fayetteville Regional Office Robeson County Soil and Water Conservation District Facility File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10%s post -consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Carroll's Foods Inc CarrollQs Farm # 7075 & #7076 P.O. Box 856 Warsaw, NC 28398 Dear Carroll's Foods Inc: 4 IT AWIV 2 � NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES December 6,1999 �tc�� F t 114 iCt Subject: Conditional Approval AnitnaI Waste Management System Facility Number 78-91 Robeson County Our records indicate that your facility was conditionally certified in order to fulfill the requirements of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you of your unresolved conditional approval status. Any facility receiving a conditional approval must notify Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to an enforcement action. As of December 6, 1999, we have no record of any information from you, advising us of the status of your conditional approval. Therefore, please fill out the attached form and have your technical specialist and landowner sign the form in the appropriate areas. The completed form must be submitted to this office on or before 45 days of receipt of this letter. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to provide DWQ with proper notification of your conditional certification status or possible failure to comply with the requirement to develop and implement a certified animal waste management plan -by December 31, 1997. If you have any questions regarding this letter, please do not hesitate to contact me at (919) 733-5083 extension 571. Sincerely, 4_n4r x a,.t�p Sonya L. Avant Environmental Engineer cc: Fayetteville Regional Office Robeson County Soil and Water Conservation District Facility File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycied/10% post -consumer paper NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES FAYETTEVIL,LE REGIONAL OFFICE September 14, 1998 Leslie Stutts PO Box 1767 Laurinburg, NC 28353 SUBJECT: Operation Review Notice of Referral Farm #7075 and #7076 Facility No, 78-91 Robeson County Dear Mo. Stutts, On September 11, an Operation Review was conducted on Farm #7075 and Farm #7076, facility no. 78-91. This Review, undertaken in accordance with G.S. 143- 215.1OD, is one of two visits scheduled for all registered livestock operations during the 1998 calendar year. The Division of Water Quality will conduct a second site inspection. During the Review, it was noted that the farm has a conditional certification until May 31, 1998 to install irrigation system. Please contact the irrigation company concerning a possible date of installation. Also, establish vegetation around hog houses, diversions and top 19" of inside slope of lagoon to prevent future erosion problems. In addition, insect control, odor control, and mortality checklists need to be filled out for both farms. You are strongly encouraged to contact your certified technical specialist for help. You may also want to contact your local Soil and Water Conservation District Office since they may be able to provide you with additional technical and/or financial assistance to implement corrective best management practices. Please remember that in order for your facility to be in compliance with environmental regulations, animal waste cannot be discharged into the waters of the State, and the animal waste collection, treatment, storage and disposal systems must be properly sized, maintained and operated under the responsible charge of a certified operator. The Division of Soil and Water Conservation appreciates your cooperation with this Operation Review. Please do not hesitate to call me at 910/486-1541 extension 292 if you have any questions, concerns or need additional information. S r cer colt Faircloth Environmental Specialist II cc: DWQ-Fayetteville Regional Office Robeson County SWCD Carrolls' Foods Inc. DSWC Regional Files 225GREEN STREET, SUITE 714, FAY ETTEV I LLE, NORTH CAROLINA 28301-5043 PHONE 910-4a6-1 541 FAX 910-486-0707 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/I 0% POST -CONSUMER PAPER [ u�Compliance ;• of Soil and Water Conservation Op t3bivisloof Soil and Water Conservatton eration Review; q Insp ection Division of Water Quality Compliance Inspection 'Other Agency -;Operation Review is Routine 0 Complaint 0 Follow-up of DWQ inspection 0 Follow-up of DSWC review 0 Other Facility Number 78 91 Date of Inspection F 9-11-98 Time of Inspection 10a0 24 hr. (hh:mm) [] Registered ® Certified 0 Applied for Permit ® Permitted JE3 Not O erational Date Last Operated: Farm Name: Caciccllfs.Farm..7.1i7.S..&.#IDZ(t........................................................... County: R.abuoja............................................ FRO ............. Owner Name:....... ............................................ Caxxull.'skat►dslutG-................................ Phone No: 910-293: 434.............................................--............ Facility Contact: Uslie.Sl atl5.................................................... Title: Mau;Wx ............................................ Phone No: 21fi.-A64.8 ................................ MailingAddress: .Q,. Q�.BSfZ.......................................................... YlratS'.C.................................. ..... 2.U9.8 .............. ................... Onsite Representative:,]aumW,pxcmdjac:................... Integrator: CArr.RI),''5 Ft1Rd5.i g......... ................................................. Certified Operator: DCURiS.M.............................. C1tayis............................................... Operator Certification Number:.,'26.3Q.,........................... Location of Farm: Latitude 34 • 37 58 Longitude 79 • 23 40 " Design Current Design Current Design Current Swine Capacity Population Poultry Capacity Population Cattle Capacity Population ❑ Wean to Feeder ❑ Layer :��]❑ Dairy ® Feeder to Finish 17600 JE1 Non -Layer I 1 ❑ Non -Dairy Farrow to Wean Farrow to Feeder ❑ Other Farrow to Mu-sh Total Design Capacity 17,600 t is Total SSLW 2,376,000 Lj Boars Number of Lagoons / Holding Ponds 4 ® Subsurface Drains Present JIM Lagoon Area IN Spray Field Area ❑ No Liquid Waste Management System General 1. Are there any buffers that need maintenance/improvement? ❑ Yes ® No 2. Is any discharge observed from any part of the operation? ❑ Yes ® No Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other a. If discharge is observed, was the conveyance man-made? ❑ Yes ® No b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ) ❑ Yes ® No c. If discharge is observed, what is the estimated flow in gal/min? n/a d. Does discharge bypass a lagoon system? (If yes, notify DWQ) El Yes ®No 3. is there evidence of past discharge from any part of the operation? ❑ Yes 0 No 4. Were there any adverse impacts to the waters of the State other than from a discharge? ❑ Yes ® No 5. Does any part of the waste management system (other than lagoons/holding ponds) require ❑ Yes ® No maintenance/improvement? 6. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ❑ Yes ® No 7. Did the facility fail to have a certified operator in responsible charge? ❑ Yes ® No 7/25/97 Continued on back ' +lFmilRy Number: 78-91 Date of Inspection 9-11-9$ 8. Are there lagoons or storage ponds on site which need to be properly closed? Structures (Lagoo ns. Holding Ponds, Flush Pits, etc.) 9. Is storage capacity (freeboard plus storm storage) less than adequate? Structure 1 Structure 2 Structure 3 Identifier: Freeboard (ft):...............(li.................. .............. faO.................. .............. CQ.......... 10. Is seepage observed from any of the structures? Structure 4 11. Is erosion, or any other threats to the integrity of any of the structures observed? 12. Do any of the structures need maintenance/improvement? (If any of questions 9-12 was answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ) 13. Do any of the structures lack adequate minimum or maximum liquid level markers? NVaste Application 14. Is there physical evidence of over application? (If in excess of WMP, or runoff entering waters of the State, notify DWQ) ❑ Yes ® No ❑ Yes ® No Structure 5 Structure 6 ............................................................... ................................................................. ❑ Yes ® No ❑ Yes ® No ® Yes [:]No ❑ Yes ® No ❑ Yes ® No 15. Crop type ......QAata1.Be1M da..QTAs5................................................................ 16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)? 17. Does the facility have a lack of adequate acreage for land application? 18. Does the receiving crop need improvement? 19. Is there a lack of available waste application equipment? 20_ Does facility require a follow-up visit by same agency? 21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative? 22. Does record keeping need improvement? For Certified or Permitted Facilities Only 23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available? 24. Were any additional problems noted which cause noncompliance of the Certified AWMP? 25. Were any additional problems noted which cause noncompliance of the Perrnit? No.violations or deficiencies.were noted during this visit. You will receive no further correspondence about this visit.',, . . . . . ❑ Yes ® No ❑ Yes ® No ❑ Yes ® No ® Yes ❑ No ❑ Yes ® No ❑ Yes ® No ❑ Yes ❑ No ❑ Yes ® No ❑ Yes ® No ® Yes ❑ No Comments (refer to question ft Explain any YES answers and/or any recommendations or any other comments. g facility ter explain situations. (use, additional pages as necessary): Use drawings of facili to bet , „ , 12- Need to establish vegetation around hog houses, diversion, and top 19" of inside slope of lagoon to prevent future erosion problems. Millet has been planted but needs to also seed for winter months- 19- Farm has a conditional certification for May 31, 1998 to install irrigation system. Irrigation is not installed on both farms. Need to contact irrigation company concerning possible date of installation. Note: Spray fields sprigged in spring `98. Spray fields calling for lime on soil test results. 5- Need to fill out insect control, odor control, and mortality checklist for both farms. Division of Water Quality will be notified of conditional certification running out for irrigation installation. Reviewer/Inspector Name Scott Reviewer/Inspector Signature: Fariliry NumhPr! 7R-91 rlatn of i„c.,c..tGn,. 0_l Date: State of North Carolina RECE1V �._, Department of Environment and Natural Resources JUL 2 J 1993 Division of Water Quality FAYETTEV1LLE James B. Hunt, Jr., Governor R. GF�dCM SG. Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director June 26, 1998 Carroll's Foods Inc. Carroll's Farm # 7075 & #7076 P.O. Box 856 Warsaw, NC 28398 ,Tk?W,J 1T 0 0 � A-41 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL REsOURCE5 Subject: Reissuance of Certificate of Coverage No_AWS780091 Carroll's Farm # 7075 & #7076 Swine Waste Collection, Treatment, Storage and Application System Robeson County Dear Carroll's Foods Inc.: The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to this facility on May 29, 1997. In accordance with the issuance of the revised General Permit, we are forwarding this Certificate of Coverage (COC) to Carroll's Foods Inc., 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 Carroll's Farm # 7075 & #7076, located in Robeson County, with an animal capacity of no greater than 17600 Feeder 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 No AWS780091 dated May 29, 1997. The COC shall hereby incorporate by reference any specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition III. I regarding inspection frequency of the waste treatment, storage and collection system and Condition I1I.6 regarding notification requirements for system failures, spills and emergencies. 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. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 5o% recycled/ 10% post -consumer paper Certificate of Coverage AWS780091 CarrollOs Farm # 7075 & #7076 Page 2 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 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 Sue Homewood at (919) 733-5083 ext. 502. Si cerely, for A. Preston Howard, Jr., P.E. cc: (Certificate of Coverage only for all cc's) Robeson County Health Department Fayetteville Regional Office, Water Quality Section Robeson County Soil and Water Conservation District Permit File State of North Carolina . Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director CERTIFIED MAIL RETURN _RECEIPT REQUESTED Carroll's Foods Inc P.O. Box 856 Warsaw, NC 28398 Dear Carroll's Foods Inc : f V �EHNF1 October 17, 1997 r, Rr:� I VE . e k 2 2 1997 - � `�� - F E a'ILLE ,7 Subject. Carroll's Farm # 7075 & #7076 COC No. AWS780091 Robeson County The subject facility was issued a Certificate of Coverage (COC) on 5/29/97 authorizing the operation of the animal waste collection, treatment, storage, and land application system in accordance with General Permit No. AWG 100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean Water Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine Farm Siting Act (Siting Act) including the requirement that all set back distances be met for any swine lagoon or swine house for which construction commences on or after the effective date ,of the Clean Water Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to your farm since construction may not have commenced by the effective date of the Clean Water Responsibility Act. Your farm was permitted prior to the effective date of the Clean Water Responsibility Act; therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997. If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in compliance with the Siting Act is a violation of State Statutes and the General Permit. If you have any questions or comments concerning this matter, please contact me at (919) 733- 5083 extension 540. Sincerely r Kim�I�.Z�'blMn. ervisor Non -discharge Permitting Unit cc: Fayetteville Regional Office, Water Quality Section Permit File P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Govemor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director May 29, 1997 Howard Hobson Carroll's Farm # 7075 & #7076 P.O. Box 856 Warsaw, NC 28398 A mjw LT 0 V, T C)EHNR RECEIVED MAY 3.0 1997; FAY M E. VLI-E REG. OFFICE Subject: Certificate of Coverage No. AWS780091 Carroll's Farm # 7075 & #7076 Swine Waste Collection, Treatment, Storage and Application System Robeson County Dear Howard Hobson: In accordance with your application received on April 18, 1997, we are forwarding this Certificate of Coverage (COC) to Farm No. 78-91, authorizing the operation of an animal waste collection, treatment, storage and land application system in accordance with the State's General Permit (attached). This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Carroll's Farm # 7075 & #7076 Farm, located in Robeson County, with an animal capacity of no greater than 17600 Feeder to Finish and the application to a minimum of 130 acres of land as specified in the Certified Animal Waste Plan (CAWMP). The COC shall be effective from the date of issuance until December 31, 2001. 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. 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. 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 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 Mike Lewandowski at (919) 733-5083 ext. 362. Sincerely, 1_' "-/--A. Preston cc: (Certificate of Coverage only for all cc's) Robeson County Health Department Fayetteville.Regional Office; Water-Quality'Section Robeson County Soil and Water Conservation District Permit Files Facilities Assessment Unit Howard, Jr., P.E. State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Steve W. Tedder, Chairman Carroll's Foods Inc Carroll's Farm # 7075 & #7076 P.O. Box 856 Warsaw, NC 28398 Dear Farm Owner: ffl�.�VA E3 E N R L l 1997 FAYETTE-Vit.LE PEG. OFFiGE Subject: Classification of Animal Waste Management Systems Facility: Carroll's Farm # 7075 & #7076 Facility ID #: 78-91 County. Robeson Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management system. Our records indicate that your facility is registered with the Division of Water Quality and meets the requirements for designating an OIC. A training and certification program is available for animal waste management system operators. For information on the training programs please contact your local Cooperative Extension Agent. Operator certifications are issued by the Water Pollution Control Systems Operators Certification Commission (WPCSOCC). For information on the certification process, please contact the Technical Assistance and Certification Unit at (919) 733-0026. The type of.training and certification required for the operator of each system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat the animal waste. There are two types of animal waste management systems, type A and type B. Type A animal waste management systems are generally used to treat waste generated by monogastric animals which produce a low -fiber waste. Type B animal waste management systems are generally used to treat waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and certification an operator receives should correspond with the type of system(s) they intend to operate. For more information on the classification of your system please contact the Technical Assistance and Certification Unit_ As the owner of an animal operation with an animal waste management system, you must designate an Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not intend to operate your animal waste management system yourself, you must designate an employee or engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge, whether yourself or another person, must possess a currently valid certificate of the appropriate type. Sincerely, Joseph B. McMinn, Supervisor Technical Assistance and Certification Unit cd/AW OIC Designation Enclosure cc: Fayetteville Regional Office Water Quality Files P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-0026 Fax 919-733-1338 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Waste Management Plan Changes Facility -78 r cl l Farm DENA- FAY`iiEMLLE REG10MAL OFRGE 7075- ir 70 ?6 This farms Waste Management Plan has made the following changes: ETCrop changes ❑ Wetted Acres ❑ ' Increased Acreage ❑ Decreased Acreage ❑ Changed Irrigation Design ❑ Change in Farm type ❑ Plan based on 3 Years On Farm Records ❑ Other Comments: r 5-rZ-0 Date Murphy -Brown, LLC 5/18/2005 2822 Hwy 24 West P.O. Box 858 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): Farm Name: Murphy -Brown, LLC 7075 & 7076 County: Robeson Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish 17600 Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle_ Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. 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. 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. 1 of 8 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, It tons, etc.): Capacity Rpe Waste Produced per Animal Total Farrow to Wean 3212 gal/yr gal/yr Farrow to Feeder 4015 gallyr gal/yr Farrow to Finish 10585 gal/yr gal/yr Wean to Feeder 223 gal/yr gal/yr 17600 Feeder to Finish 986 gal/yr 17,353,600 gall Total 17,353,600gal/yr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (ibs): Capacity Type Nitrogen Produced per Animal Total Farrow to Wean 5.4 Ibs/yr Ibs/yr Farrow to Feeder 6.5 Ibs/yr Ibs/yr Farrow to Finish 26 Ibs/yr Ibs/yr Wean to Feeder 0.48 Ibs/yr Ibs/yr 17600 Feeder to Finish 2.3 Ibs/yr 40,480 Ibs/yr Total 40,480 Ibs/yr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 186.6 Total N Required 1st Year: 48453.55 Total N Required 2nd Year: 33735.6 Average Annual Nitrogen Requirement of Crops: 41,094.58 Total Nitrogen Produced by Farm: 40,480.00 Nitrogen Balance for Crops: (614.57) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of8 SpecificationsReception Area :. gated .. Type Code Apply _Acreage 3(e) of 8 SpecificationsArea Tract Field Irrigated 0 Type_Code _Acreage _ _ 3(b) of 8 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop A Barley B Hybrid Bermudagrass - Grazed C Hybrid Bermudagrass - Hay D Corn - Grain E Corn - Silage F Cotton G Fescue - Grazed H Fescue - Hay I Oats J Rye K Small Grain - Grazed L Small Grain - Hay M Grain Sorghum N Wheat O Soybean P Pine Trees Lbs N utilized 1 unit yield 1.6 lbs N 1 bushel 50 tbs N 1 ton 50 lbs N 1 ton 1.25 lbs N 1 bushel 12 lbs N 1 ton 0.12 lbs N I lbs lint 50 lbs N 1 ton 50 lbs N 1 ton 1.3 lbs N 1 bushel 2.4 lbs N 1 bushel 50 lbs N 1 acre 50 lbs N 1 acre 2.5 lbs N I cwt 2.4 lbs N 1 bushel 4.0 lbs N 1 bushel 40 lbs N / acre 1 yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations_ Actual total acres 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. 4of8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/animal Farm TotaVyr Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 17600 Feeder to Finish 0.36 6336 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 6336 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 31680 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass haytand at the rate of 300 pounds of nitrogen per acre, you will need 105 acreas of land. If you apply the sludge to com at a rate of 125 pounds per acre, you will need 253.44 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids_ The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to property irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste 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 the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of8 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr * inches 34836 1 Goldsboro D 0.4 1 2 Lynchburg D 0.65 1 3 Rains F 0.4 1 4 Lynchburg F 0.65 1 5 Goldsboro F 0.4 1 6of8 Additional Comments: 7of8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 7075 & 7076 Owner: Murphy -Brown, LLC Manager: 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 nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. Itwe understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm_ I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Murphy -Brown, LLC _ Signature: Date Name of Manager (if different from owner): or Signature: Date Name of Technical Specialist: Dawn Williamson Affiliation: Murphy -Brown, LLC. Address: 2822 HIM 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 WJ '�Si � a J 9 nature: Date 8 of 8 NUTRIENT 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. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 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 and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Wastelnutrient 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 canal_ Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 2of3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21 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 50 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shalt be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 3of3 ANIMAL FACILITY ANNUAL CERTIFICATION FORM Certificate of Coverage or Permit Number NCA278091 County Robeson Year 2003 Facility Name (as shown on Certificate of Coverage or Permit) 7075 & 7076 Operator in Charge for this Facility Jimmy Oxendine Certification # 17650 Land application of animal waste as allowed by the above permit occurred during the past calendar year X Yes No. If NO, skip Part I and Part 11 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 ❑ (please check the appropriate box) in the Certified Animal Waste Management Plan (CAWMP): F-5/P-5 Total Useable Acres approved in the CAWMP 186.60 2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application occurred during the year: F-3/P-3 Total Acres on which waste was applied 3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites: 11,671.40 4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and the permit: 40.480.00 5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken off site during the year ❑ tons ❑ or gallons (please check the appropriate box) 6. Annual average number of animals by type at this facility during the previous year: NIA Information Provided by N 1av 1, 2004 7.Largest and smallest number of animals by type at this facility at any one time during the previous year: Largest Smallest (These numbers are for informational purposes only since tll!,--orly permit limit on the number of animals at the facility is the annual average numbers) S. Facility's Integrator if applicable: Murphy Brown LLC R E D of Part I1: Facilitv Status: IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN' DESCRIPTION AS TO WHY THE FACILITY WAS NOT CO'NIPLIANT, THE DATES OF ANY NON COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY BACK INTO COMPLIANCE. 1. OnIy animal waste generated at this facility was applied to the permitted sites during ffj Yes❑ No the past calendar year. y %"� 2. The facility was operated in such a way that there was no direct runoff of waste from Yes ❑ No the facility (including the houses, Iagoons/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 ffi Yes ❑ No calendar year. / 4. There was no freeboard violation in any lagoons or storage ponds at this facility during Yes ❑ No past calendar year. 5. There was no PAN application to any fields or crops at this facility greater than the Yes ❑ No Ievels 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. Yes ❑ No 7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon was designed or reduce the lagoon's minimum treatment volume to less than the volume ❑ Yes ❑ No for which the lagoon was designed. 40 *N/A Will be done and on file by April 24, 2004 8. A copy of the Annual Sludge Survey Form for this facility is attached to the Certification. ❑ Yes ❑ No *N/A Will be done and on file by April 24, 2004 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 permit during the past calendar Year? C� Yes ❑ No 11. All required monitoring and reporting was performed in accordance with the facility's Yes ❑ No permit during the past calendar year. 12. Ali operations and maintenance requirements in the permit were complied with during Yes ❑ No 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 Yes ❑ No 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 P 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 awar that there are significant penalties for submittin; false information, including the possibiIjtVc fide 4nprisonment for knowing violations." Nlurnhv-Bro Permittee N .0 / (type or print) 1 Si Lure o ' ittee Date a a& -o¢ Signature of Operator in Charge Date (if different from Permittee) o f W AT Fy Michael F. Easley, Governor p William G. Ross Jr., Secretary C �� � M � North Carolina Department of Environment and Natural Resources r —1 Division W. Klimek, P. E., Director 0 -1 Division of Water Quality April 9, 2003. Carroll's Foods Inc CarrollOs Farm # 7075 & #7076 PO Box 759 Rose Hill NC 28458 Subject: Certificate of Coverage No. NCA278091 CarrollOs Farm # 7075 & #7076 Swine Waste Collection, Treatment, Storage and Application System Robeson County Dear Carroll's Foods Inc: On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to obtain coverage under a single permit that addresses both State and Federal requirements. In accordance with your application received on February 13, 2003, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Carroll's Foods Inc, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with NPDES General Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number AWS780091 to operate under State Non -Discharge Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the CarrollOs Farm # 7075 & #7076, located in Robeson County, with an animal capacity of no greater than an annual average of 17600 Feeder to Finish swine and the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows The COC shall be effective from the date of issuance until July 1, 2007. 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 General Permit. Since this is a new joint State and Federal general permit it contains many new requirements in addition to most of the conditions contained in the current State general permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please gay careful attention to the record keeping and monitoring conditions in this permit. The Devices to Automatically Stop Irrigation Events Form must be returned to the Division of Water Quality no later than 120 days following receipt of the Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned to the Division of Water Quality by no later than March 1 st of each year. Non -Discharge Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 Customer Service Center An Equal Opportunity Action Employer MOW NCDEM Internet httpJ/h2o.enr.state.nc.us/ndpu Telephone (919) 733-5083 Fax (919)715-6048 Telephone 1 800 623-7748 50% recycled/10% post -consumer paper 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 2H .0225(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation shall be maintained between water supply wells and any lagoon 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, the Clean Water Act and 40 CFR 122.41 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 NPDES Permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This .facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact 3 R 3oshi at (919) 733-5083 ext. 363. Sincerely, i - for Alan W. Klimek, P.E. Enclosures (General Permit NCA200000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Robeson County Health Department Fayetteville Regional Office, Water Quality Section Robeson County Soil and Water Conservation District Permit File NCA278091 Permit File AWS780091 NDPU Files Page -1 FIRST YEAR ROTATION WASTE UTILIZATION PLAN ------------------------ Producer ----- :CARROLLfS FOODS County: ROBESON Name of Farm-:FMS 7075 &7076 Location ----- :118 JAMES STREET LAURINBURG, NC Phone -------- :910 276-0648 Type Operation ------------- . FEED -FIN Number of Animal---------- . 17600 Storage Structure----------: Anaerobic Lagoon Method of application-------: Irrigation Amount of waste produced per year---------------: 33440 tons/year Amount of plant available N (PAN) produced/year-: 40480 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 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 avoild 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. Page 2 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 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. Page 3 YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field Soil Crop Yield Lbs. N Lbs. N Month to No. No. Type Code /Acre Unit Acres Used Apply 34836 1 P GOA K N/A 50.00 2461 S-APRIL 34836 1 P GOA Z 4.88 50.00 49.2 12009 MAR-OCT 34836 2 P LY K N/A 50.00 2694. S-APRIL 34836 2 P LY Z 4.12 50.00 53.9 11101 MAR-OCT 34836 3 P RA F 800 0.12 3225. APR-AUG 34836 3 P RA W 55 2.40 33.6 4435. S-APRIL 34836 4 P LY F 850 0.12 1693. APR-AUG 34836 4 P LY W 55 2.40 16.6 2191. S-APRIL 34836 5 P GOA F 925 0.12 3696. S-APRIL 34836 5 P GOA W 65 2.40 33.3 5194. S-APRIL ----- ---------- --------- ------ ----- ----- Total ----- 186.6 ------ 48703 ------- Available Nitrogen (includes commercial) 40480 Surplus Or Deficit -8223 Crop codes: Crop --unit A=Barley-bu. B=Bermudagrass(graze)-tons C=Bermudagrass(hay)-tons D=Corn(grain)-bu. i E=Corn(silage)-tons F=Cotton-lbs. lint G=Fescue(graze)-tans H=Fescue(hay)-tons I=Oats-bu. J=Rye-bu . K-Small grain(graze)-acre L=Small grain(hay)-acre M=Sorghum(grain)-cwt. W=Wheat-bu. Y=Fescue(pasture)-tons Z=Bermudagrass(pasture)-tans O=Soybeans-bu. R=Matua(graze)-tons U=Millet(graze)-tons 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 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 drain etc, is to be removed for hay or silage, care should be exercised not to to let small drain 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 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 time small grain is planted in the fall. Page 4 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 , 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 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 provision 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 6336 lbs. of plant available t nitrogen per year in the sludge. If you remove sludge every 5 years, you will have approximately 31680 lbs, of PAN to utilize. assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen per acre, you will need 106 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre, you will need 253 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. Page 5 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. Failure to apply the recommended rates and amounts of nitrogen shown in the table may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Applic Applic Tract Field soil Rate Amount No. No. Type Crop (in/hr) (inches) P GaA SG 2PZ y 56 3 IfA 6b770W ek/My n mit4 kiNr ©,so /._ c0 r, 65 /. a 0 i. 00 /, 0 v A O c7 This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on 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 Page 6 one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION Page 7 WASTE UTILIZATION PLAN AGREEMENT ------------------------------------ Name of Farm: FMS 7075 &7076 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 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: CARROLLfS FOODS (Please print) Signature:��1, e s_ Date: Name of Manager(If different from owner): signature: - Date: Name of Person Preparing Plan: Howard Hobson (Please print:) Affiliation: Carroll's Foods, Inc. Phone: 910-293--3434 Address: P O Drawer 856 Warsaw, NC 28398 Signature: Date: ZZT47Z o/ T Page 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS EXHIBIT A-6 NRCS, NC JUNE, 1996 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation of 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 a notarized 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 a notarized 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, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretation of the planner. r 4. Animal waste shall be applied on land eroding less than 5 tons per t acre per year. Waste may be applied to land that is eroding at more than 5 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 Strips) 5. Odors can be reduced by injecting the waste by 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 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 and flies. S. Animal waste shall not be applied to saturated soil's, during rainfall events, or when the surface is frozen. 9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth that would prohibit 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 potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaking dormancy. Page 9 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 10/1/95, shall not be applied closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial pro- vided adequate vegetative filter strips are present (see Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet from wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animals 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 it has been approved as a land applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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 vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, t 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. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is 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 permanent 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. Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page '1 SECOND YEAR ROTATION WASTE UTILIZATION PLAN Producer ----- :CARROLL'S FOODS County: ROBESON Name of Farm-:FMS 7075 & 7076 Location ----- :118 JAMES ST LAURINBURG, NC Phone -------- :910 276-0648 Type Operation--------------: FEED -FIN Number of Animal------------: 17600 Storage Structure----------: Anaerobic Lagoon Method of application------: Irrigation Amount of waste produced per year---------------: 33440 tons/year Amount of plant available N (PAN) produced/year-: 40480 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 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 avoild 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. Page 2 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 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. Page 3 YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field soil Crop Yield Lbs. N Lbs. N Month to No. No. Type Code /Acre Unit Acres Used Apply 34836 3 P RA W 55 2.40 4435. S-APRIL 34836 4 P LY W 55 2.40 2191. S-APRIL 34836 5 P GOA W 65 2.40 5194. S-APRIL 34836 1 P GOA K N/A 50.00 2461 S-APRIL 34836 1 P GOA Z 4.88 50.00 49.2 12009 MAR-OCT 34836 2 P LY K N/A 50.00 2694. S-APRIL 34836 2 P LY Z 4.12 50.00 53.9 11101 MAR-OCT 34836 3 P RA F 800 0.12 33.6 3225. APR-AUG 34836 4 P LY F 850 0.12 16.6 1693. APR-AUG 34836 5 P GOA F 925 0.12 33.3 3696. APR-AUG ------------------------ ------ ----- ----- ----- ------ ------- Total 186.6 48703 Available Nitrogen (includes commercial) 40480 Surplus Or Deficit -8223 Crop codes: Crop -unit A=Barley-bu. K=Small grain(graze)-acre B=Bermudagrass(graze)-tons L-Small grain(hay)-acre C=Bermudagrass(hay)-tons M=Sorghum(grain)-cwt. D=Corn(grain)-bu. W=wheat-bu. r E=Corn(silage)-tons Y=Fescue(pasture)-tons F=Cotton-lbs. lint Z=Bermudagrass(pasture)-tons G=Fescue(graze)-tons o=Soybeans-bu. H=Fescue(hay)-tons R=Matua(graze)-tons I=Oats-bu. U=Millet(graze)-tons J=Rye-bu. 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 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 to let small gain 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 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 time small grain is planted in the fall. Page 4 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 , 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 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 provision 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 6336 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years, you will have approximately 31680 lbs. of PAN to utilize. assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen per acre, you will need 106 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre, you will need 253 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. Page 5 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. Failure to apply the recommended rates and amounts of nitrogen shown in the table may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Applic Applic Tract Field soil Rate Amount No. No. Type Crop (in/hr) (inches) I P PP G p. SO A 10 p zP L-Y � 5(" y. ds P ,pa K a. 35 /. ,o o Sf O ,wr z!!5. T� /, DJ This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. {. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on 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 Page 6 one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION Page 7 WASTE UTILIZATION PLAN AGREEMENT Name of Farm: FMS 7075 & 7076 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 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: CARROLL'S FOODS (Please print) a Signature: Date: Name of Manager(If different from owner): Signature:_ Date: Name of Person Preparing Plan: Howard Hobson (Please print:) Affiliation: Carroll's Foods, Inc. Phone: 910-293-3434 Address: P O Drawer 856 Warsaw, NC 28398 Signature: Date: 2- Z C/ Page 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS EXHIBIT A-6 NRCS, NC JUNE, 1996 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation of 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 a notarized 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 a notarized -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, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretation of the planner. 4. Animal waste shall be applied on land eroding less than 5 tons per l acre per year. Waste may be applied to land that is eroding at more than 5 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 Strips) 5. Odors can be reduced by injecting the waste by 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 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 and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth that would prohibit 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 potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaking dormancy. Page 9 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 10/1/95, shall not be applied closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial pro- vided adequate vegetative filter strips are present (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet from wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animals 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 it has been approved as a land applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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 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. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is 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 permanent 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. Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page ' 1 THIRD YEAR ROTATION WASTE UTILIZATION PLAN ------------------------ Producer-----:CARROLLS FOODS County: ROBESON Name of Farm-:FMS 7075 & 7076 Location ----- :118 JAMES STREET LAURINBURG, NC Phone -------- :910 276-0648 Type Operation--------------: FEED -FIN Number of Animal-----------: 17600 Storage Structure----------: Anaerobic Lagoon Method of application------: Irrigation Amount of waste produced per year---------------. 33440 tons/year Amount of plant available N (PAN) produced/year-: 40480 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 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 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 avoild 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. Page 2 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 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. Page 3 YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field Soil Crop Yield Lbs. N Lbs. N Month to No. No. Type Code /Acre Unit Acres Used Apply 34836 1 P GOA K N/A 50.00 2461 S-APRIL 34836 1 P GOA Z 4.88 50.00 49.2 12009 MAR-OCT 34836 2 P LY K N/A 50.00 2694. S-APRIL 34836 2 P LY Z 4.12 50.00 53.9 11101 MAR-OCT 34836 3 P RA O 37.5 4.00 5040 JUN-SEP 34836 3 P RA W 55 2.40 33.6 4435. S-APRIL 34836 4 P LY O 39 4.00 2589. JUN-SEP 34836 4 P LY W 55 2.40 16.6 2191. S-APRIL 34836 5 P GOA O 38.25 4.00 5094. JUN-SEP 34836 5 P GOA W 65 2.40 33.3 5194. S-APRIL ----- ------------------- ------ ----- ----- ----- ------ Total 186.6 52812 ------- Available Nitrogen (includes commercial) 40480 Surplus Or Deficit -12332 Crop codes: Crop -unit --------------------- A=Barley-bu. K=Small grain(graze)-acre B=Bermudagrass(graze)-tons L=Small grain(hay)-acre C=Bermudagrass(hay)-tons M=Sorghum(grain)-cwt. D=Corn(grain)-bu. W=wheat-bu. E=Corn(silage)-tons Y=Fescue(pasture)-tons F=Cotton-lbs. lint Z=Bermudagrass(pasture)-tons G=Fescue(graze)-tans O=Soybeans-bu. H=Fescue(hay)-tons R=Matua(graze)-tons I=Oats-bu. U=Millet(graze)-tons J=Rye-bu. 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 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 qrain etc, is to be removed for hay or silage, care should be exercised not to to let small 7rain 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 1--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 time small grain is planted in the fall. Page 4 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 , 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 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 provision 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 6336 lbs. of plant available ,nitrogen per year in the sludge. i If you remove sludge every 5 years, you will have approximately 31680 lbs. of PAN to utilize. assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen per acre, you will need 106 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre, you will need 253 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. Page 5 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. Failure to apply the recommended rates and amounts of nitrogen shown in the table may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Applic Applic Tract Field Soil Rate Amount No. No. Type Crop (in/hr) (inches) l J34 g 34 E A SG Q. S O ZP �_ 8P _ WKrI 56 DC ° �Q This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on 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 Page 6 one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION Page 7 WASTE UTILIZATION PLAN AGREEMENT Name of Farm: FMS 7075 & 7076 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 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: CARROLLS FOODS (Please print) ( Signature: Date: Name of Manager(If different from owner): Signature: Date: Name of Person Preparing Plan: Howard Hobson (Please print:) Affiliation: Carroll's Foods, Inc. Phone: 910-293-3434 Address: P O Drawer 856 Warsaw, NC 28398 Signature:- ` 460aZ_-d. Date: Z/ Z71 or Page 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS EXHIBIT A-6 NRCS, NC JUNE, 1996 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation of 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 a notarized 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 a notarized 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, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretation of the planner. 4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at more than 5 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 Strips) 5. Odors can be reduced by injecting the waste by 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 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 and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth that would prohibit 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 potential for leaching. waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaking dormancy. R .. • Page 9 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.applled 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 10/1/95, shall not be applied closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial pro- vided adequate vegetative filter strips are present (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet from wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animals 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 it has been approved as a land applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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 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. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is 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 permanent 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.- Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. r-f' • �.`•'�.-'^y"ti �`.iMT�'�1� rr1. ry"'�Li :y"� • •�Ti ��rf � f •'a. ` f+l i...} e LA CL ,�_ ,`. .; :r, •, l•'1"-.�a- '.meµ - ` .• s: •dr L �.: err:, i 4'� ' ,1-�'•g ,� �i� . '.SQL. �', •' ,' - _ '. , 't:.. ', � '.I ,"""`•ram"?., :��„ r'--•~�,_-� ,'J- •4+ ' YYY/}{'f11 r. Y iti l IIrRti`" .. _ ,,r �4 •'4 .•`cj •• Y'i'�-'r�1'1 (l,'l, .�, }VC :mo t ►!' : t - �'• t t,i � � � y _ : j � r 'fi. '_� �L'�. ,ty f r.. , , ..�� _��,•, �� .1 is tj Aq ;_+r,'`ti•''�`..' - l:.'i' �..`,;'k=•r1�; • \ .tom,' : 1: - 1 ; :�,• ' 4 lYr7'lt�' .YC iE•�,``'• •'-1 ,[.-w '', r• - i v }vim _J �•Vt•-c'•,•,',; Iw.' ^1 i'. � '','t �. ,k� 1' �� j � �•�.• • -• y, .- -•'r :•�' .. ..� �J�.(!C•S'� csr}'_ '_ 1 ��+► 'tn V';-l5�� .�' ;r,rr Iti _�;. ,,__ ..=V��.-:•`_;�` ,.tiy�p � `i,',• , ,,�.$ ! �. ''t.:�i .. O_ _ ' �f .�[1 •�[ }"'T `"�t�YTr:G •.�4 ;•,r', rl •� �'• ,i•' [�' a'. tY':1 S,,.i'�' '•}.{. �. - „� _ -'�� :�`+•.rti ���.r, ram. - "�+: �:;'- ., < • '�-�-, rq ``. �`''Y ='. ..y�'^F,`r •'�. y`���'`.�-.r .�: i�; 1, ,. !)7 L_, _ ,• +rAP:',- - r ! •'f'�':rr•�i: Y.. \��� ;={� s �'+ yf.�[yr��,= 1,�a a ,r>rA ,'j! r �c•r' -. � �•: �,L � .I lr.� !',.,�� �[,, ri, '•� 1. �1,7 'ar3r�'..d �-y-' �"d•�',,�1 , _ [ i 'rs• � ,• .R ram_ _ Li.1- � ''ti' ' 'a7;:,•:�. :, .tip'•'••" ��,'_ � . >;. 1. < 1j -b,� r� a :.� r _I ,y •:.:.. ��1i7 9'^'fTT``! t'1 �. /t - �', I`'•r ,Y ti.. r-.L. •+� a: �I}S J�� ..1. � .: tt�. . r'y,• � . .M1.•[7i 1.� . ` '�r or State of North Carolina Department of Environment, Health and Natura e s � Division of Water Quality Non -Discharge Permit Application Form (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) General Permit - Liquid Animal Waste Operations This application is for new or expanding facilities only. The design portions of the Animal Waste Management Plan (AVVN1 P) certification form, Part II, must be included with this application prior to the application being accepted as complete. Application Date: _e/ 97 I. REQUIRED ITEMS CHECKLIST Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each item. 1. One completed and signed original and two copies of the application for General Permit - Animal waste Operations; 2. Three copies of a general location map indicating the Iocation of the animal waste facilities and field Iocations where animal waste is disposed; 3. Three copies of Part II of the Animal Waste Management Plan (AWMP) Certification Form If the facility does not have Part 11 of the AWMP completed, it must be completed prior to submittal of a general permit application for animal waste operations. II. GENERAL INFORMATION: 1. Farm's name: A F o 75 076 2. Print Land Owner's uaiue: o �NC . 3. Mailing address: 40 •8ox S56 City: klgxS.a K/ State: k Zip: 2 3 3 9 8 Telephone Number. ( QAD ) ;7_9,� — 34.3;- 4. County where farm is locatfd: BSo,.r 5. Farm 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): -MA /fur /30 FYo rsx -0 A/ Tc>Rn! S.e �EFr O�v se /ID7 _ Ga IA57- 5W //-i/ O.V 77kCN �lcV7- ZW X;f4lf A477r� 6. Print Farm Manager's name (if different from Land Owner): e,4,d tr 5 XOoas, =A(C. 7. Lessee's / nte^r 4 ' ame (if applicable; please circle which type is list9d): CARR-W5 EoD5 ,J..KG - !JI 1997 �r) FORM: AWO-G-NE 1/97 Page 1 of 3 III. 'OPERATION INFORMATION: I . Farm No.: (Only for expanding operations) 2. Please complete the table below as it applies to your facility using the certified design capacity. The 'No. of Animals" should be the maximum number for which the waste management structures were designed. L= of Swing No. of Uimals No. of Animals Tvoe of Cattle f Animals 0 Wean to Feeder 0 Layer 0 Dairy 41eeder to Finish 7, 6o 0 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the fare: No. of Animals;, 3 _ Acreaze cleared and available for application: 23 x ; Required Acreage (as listed in the AWMP): 4. Number of Lagoons: 4- ; Total Capacity: „5,o ! g�i 3 Cubic Feet (ft3) Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3) 5. Are'subsurface drains present within I00' of any of the proposed application fields? (�& or NO (please circle one) 6 _ Are subsurface drains present in the vicinity or under the proposed lagoon? 6B) or NO (please circle one) 7_ Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) cbE or NO (please circle one) What was the date that this facility's swine houses and lagoon were sired? `t I - -51 q 6 What was the date that this facility's land application areas were sijed? 91 S/ q G I V . APPLICANT'S CERTIFICATION: I, . Lkujn(gi]H,0$x,4 lea-- 0%rzn-(-LS %-5, Ts(c• (mod Owner's name listed in question 1.2), attest that this application for F-Zam -A-- 7075 /7074- has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pares of this application are not completed and that if all required supporting information and attachments are not included this application package will be returned �,tome as incomplete. Signature c- La;z S� _ Date 4-1 Q 7 _ V . MANAGER'S CERTIFICATION: (complete only if different from the Laud Owner) I, (Manager's name listed in question I.6). attest that this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS. NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FORAM: AWO-G-NE 1/97 Page 2 of 3 State of North Carolina 4;0PY Department of Environment, Health and Natural Resources Division of Water Quality Non-Discilarve Permit Application Form (THIS FOP.V fWAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) General Permit - Liquid Animal Waste Operations This application is for new or expanding facilities only. The design portions of the Animal Waste Management Plan (AWMP) certification form, Part II, must be included with this application prior to the application being accepted as complete. Application Date: I. REQUIRED ITEMS CHECKLIST Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each item. ApplicMJ5 1. One completed and signed original and two copies of the application for General Permit - Animal Waste Operations; 2. Three copies of a general location map indicating the Iocation of the animal waste facilities and field locations where animal waste is disposed; 3. Three copies of Part lI of the Animal Waste Management Plan (AVVIMP) Certification Form If the facility does not have Part 1I of the AVIMP P completed, it must be completed prior to submittal of a general permit application for animal waste operations. II. GENERAL INFORMATION: ,fit G9R,�if i�i ,,W �Fx s I.- � 1. Farm's name; CA,e c4C5 7o 75 7076 2. Print Land Owner's nan;e: [' AA-eocz `s , Goys Xivc . 3. Mailing address: 40. $ox $56 3" - City: lc14e5a u1 - State: Zip: 3 9 8 `= Telephone Number: ( Q10 } ;7-93 _- .3434- CD 4. County where farm is locatgd: 5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road trap with the location of the farm identifled): 7M� /�6vy /30 /-93 '15z—y NdX-M n1 . 7VR,4 5A- a N . s e //o7 . Go IA$'r Sw //3/ env T•eAt onr 0�4W A477K 6. Print Farm Manager's name (if different from Land Owper): C',l.P&ZZ ':s Ba as,__ SA(<. _ 7. Lessee's ! ntegrat ' ame (if applicable; please circle which type is Iistgd): CARRaw- `3 V0022 .inc . _: 1- - - �EJ f -,I -_s 6 1991 FORM: AWO-G-NE 1197 Page 1 of 3 L III. OPERATION INFORMATION: I . Farm No.: (Only for expanding operations) 2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals" should be the maximum number for which the waste management structures were desiped- Tune of Swine No. of Animals Lv-9. of Animals oc of Poultry No- of Animals Lvne of Cattle '�l 0 Wean to Feeder 0 Layer 0 Dairy . weeder to Finish /7, 6od 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) 0 Turimy 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farEa: No. of Animals; 3. Acreage cleared and available for application: 23 �z- ; Required Acrea z (as listed in the AWMP): 130 4. Number of Lagoons: A-- ; Total Capacity: 5, o r S. 13 -2-- Cubic Feet (ft3) Dumber of Storage Ponds: ; Total Capacity: Cubic Feet (ft3) S. Are'subsurface drains present within 100' of any of the proposed application fields? or NO (please circle one) 6. Are subsurface drains present in the vicinity or under the proposed lagoon? or NO (please circle one) 7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) <yi�or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? 1 9 6 _ What was the date that this facility's land application areas were sited? at IV. APPLICANT'S CERTIFICATION: I. 85o'c Ran- man- L0- �1-,(c. {Land Owner's name listed in question 1.2). attest that this application for FdaM -AL 7a75 /7074, has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. V . MANAGER'S CERTIFICATION: (complem only if different from the Land owner) I, (Manager's name listed in question I.6), attest that this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE. INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FORIM. AWO-G-NE I/97 Page 2 of 3 _ , �� �s•.. �' 11 `C ,rs `� s--t,i1_-�;;'S r�"•�f'_F. \ a'rc•'+t�.$i"±�� C i -}z� :'1,. ,.:'. .i': r , _ �=x•a •- \ •+-.u3tcy.... .S`' .: tt ar 44 AW Im - ` ML an I � - '� 111f [ r i iQ un '• v fa im , r fm 1Q1 ((� R t• y ♦ tm 1 O. T V Gr •if J. O lfr t Jlil '� Am in "am un , Im ML 1 AIN Ll 1� - _. "�h' `� • psi AD taa JM \ , , ya f 6L + im wl JM j lw ; U -UsiAmu ' anUAL Im i Ith i$ I ! _ am . lir li c % t>n lfr in L ilk na Ll L 46 2.1 LM 5 1 1 F— '. C &RRotl'S RA N% -70�5 7a76 88aoisC?) =' L, 120 erv� .T LEE - .++ u • yM tJif MR % UK to lw - STOP - ift um - 72 fw • Ac �] ==s = i .9 f y+• F V Jni T um an 4�� {f ►'4i a. �' / ii1L �•, / T w n •� � ., � r f+ •.� � Jar. � 1. ' iY. • 1� �• _. LV � m a J LNIL x. „ m br Im lma LII • ! , u 1 �. �. no�JYi am L` y im,UPS H %/ . • v . ,rr• !!ri i ka fir' ri+ JW \ , =ia ri Y ~ ALML ut Jift jp ~ u - um La - iMad/• J>; JW. is !1R ! im I - jin i im na u ilm y 4 _ In= UK I, ITS1T � + 5]tY 11 �- •� 7Zlk- y 1�'L - i a ` . 1� // c cAnumL- L it • •� '�C.ARRo�'s �titr�4 �:70�5, 7076 �` E��•COMMt��3E�sN Gau„it�t , N C 8844 FlDJr5WTAK--Pti2) ^ }7,. 77n Technical Specialist Certification LAs a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005. 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 Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .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. WL"P, RC,1), the technical specialist should only certify parts'for which they are technically competent. IL Cerh ficati'on of Design. A) rgilection, Storage.eatmen tern Check the appropriate box ❑ . Existing facility without retrofit (SD or WUP) Storage volume is adequate far 'operation capacity; requiretncnts. ram';-~ �<, s 6 1997 A ri .9 storage capability consistent with waste utilization C GY"-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 st�i�iiftWifications. �••���H ARO ,,� ......._. (Z., Name of Technical Specialist (Please Print): Affiliation: M., AA,.... Address(Agency): No.: 9t Q - zjr,- t t le, 0 — . &......... fig. B Land 4 lit:atioR Site `��'r+�DYD�A�••.•`` -pp S (WC7P) 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): A-c� Buz+ a 5 o Affiliation:. v,-- Qfl s , '& c Address(Agency): Pa $ok _„phone No.: 4 t o 29 -3434 Signature:_ ; Date: 3131/4'7 C) Runoff Controls fromExtteri!2r Loss Check the appropriate box Facility without exterWr lots (SD or WUP or RC) This facility does not contain any exterior lots. ❑ 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 .FRCS. Name of Technical Specialist (Please Print): te6 A Affiliation:' u.:_<� �oosJ5_ =KC. _ Address(Aaency): P.D. & B5� Phone No.:91-0 293-3434 Signature: Date:-713_/197 A«'C -- January 1,1997 2 D), Application and Handling Equipment Check the appropriate box ❑ Existing or expanding facility with existing waste api2licatiorl a ui met (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). I� 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 pan of the plan). Q New, expanded. or existing facility without existing waste application a uipment for land reading not using spray irri ati . (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 timiri&f `. applications has been established; required buffers can�ained; calibration and adjustment guidance #W contained as part of the plan). ���•'t'lti CARD°4,�� -- Name of Technical Specialist (Please Print):. Affiliation: M. m,_ Address(Agency Signature: SEAL �. 4 - SPhone No.: %-z9fm-_ tUa _- . •�;Gl1,1E�••'��.�• Date: 4/15-l9'7 Z DYD PQ �.�. E) Odor Control, Insect Contr__21 Mortar Managemeiil'and Emerged Action Plan D SI, WUP. RC or 1) 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 Management Practices to Control Inserts 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): Wo u,,qR D mesa J _ Affiliation:_ C'gtrA g-c sT ;Z'a off, =p4 c . Address(Agency): P. a_ Sa,r gsd , WA.eS,ayv� �� . c . 2. 8 3 Q 9 Phone No.: 91,3 Signature: Date: 3 F) Written Notice of New or Expanding Swine Farm The folloKine 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) cenify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who own property 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. Name of Land Owner; lie CAivzcci5 FaoD5 �-LK<L-- Signature: Date: 1:1 Name of illanager(if different from owner): Signature Date: AWC -- January 1, 1997 3 . . 4 COPY IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: iC.aels Zem — Fdr,3 70 76, 707�, County: jQ'agQSCA Address: fuo,Rox dS(o , N1 mt. xe.u,i 1 IX zB39i6� Date: 9 7 Telephone: TABLE 1 - Field Specifications' 1997 Field Numbers ApproximateMaximum Maximum Useabte Size of FleW (acres) Soil Type Slope (`b) Crop(s) Maximum Application Rate'' (infhr) Application per Irrigation cycle (inches) comments ti ! 4/ G�q 0- 1 S.,,P.Ir FP•✓1 'BQ��. NP . 33 .7 2 30 R4 I D—I .33 7 3 IB C m-! '33 17 4 I5 qAD—! .33 ,7 V s I 4 v- ,r 33 .7 !p 59 7 'Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer. 'See attached map provided by the Field Office for field location(s). 'Total field acreage minus required buffer areas. `Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used. Irrigation Parameters October 1995 page-1 USDA -MRCS North Carolina TABLE 2 - Traveling Irrigation Gun Settings Make, Model and Type of Equipment: k; eo �! 9 _ Ra , Mod.-/ 730 4 �O Field Nol and Hydrant Nol TRAVEL LANE Effective Effective Width (h) Length (ft). SETTINGSEQUIPMENT Wetted Nozzle Operating Operating Diameter Diameter Ifeet) (inches) @ t MENErrMIM • ■�rr■rrrrrrrrr�rrrrrrrrrrrrrrrrr ror�rrrrrrrr�rr -: r■rrir�rrrrrr■rrr arrrr�rrrrr�rr - : rrrrrrrr�rrrrrrrrrrrirrrr r■�rrr�rrrrrrr�rrr�rr�rrrrrr■arrrrrrrrrr r�■r�■r�r�rr�r�rsmrr�rrrrrrrrr�rrrr�■r�rrrr■�■r r�rrrr�rrrrrrrrr�■rrrrrrrrrrrr�rrr�rr�r rrerr■errrrrrrrt�rrrrrrrr�rrrrrrrrrr r��rrr�r■r■err■rr�rr�■rrr�rrrrrrrrrrrrrrr�■�r �rrrrrirrrrr■r ... rr■■rrrrrrrrrrrrr�rrrrr 4 rrr�rrrrr■r��mr■rr�rr�rrrrrr�r�rr� MINIM rrorrrrr�rrr■rrr�■rQ-mrrrrrrr rrrr�rr�■��rr r��■rrr�rrr■rrr�■r�rrEN WISINININEWIrrrrr �rr■irr�r 101=� MMWIErrrrrrrrrrrrrr rc=�rrrrrrrrrrr�•rrrrrrrrrrr■■rrrrrrr�rrrrrr r rr_rr�rrrrr�r_rr- r�rrrrrr■rrrr�■�rrrrrrrrrrrr■rrrrrrr� ��rrrr■rrrrrra�rrrrrrrrrrrrrrr�■rrr �rr�rrrrrrrrrrr rrrr■rrrrrrr�rrrrrrr r��rrrr r��r�r�rrr�■ r��r�r 'See attached map provided by the Field Office for field location(s). =Show separate entries for each hydrant location in each field. 'Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds); H (half circle), T (one third), Q (one quarter). May also use degree of arc in degrees. brio- '-n Parameters USDA -MRCS , Oc[ loss page-2North Carolln., TABLE 2 - Traveling irrigation Gun Settings Make, Model and Type of Equipment: s'« �,� , z - t Field No Hydrant No' Travel Spoed (ft/min) Application Rate 71 (Inthr) TRAVEL LANE Effective Effective Width Ift) Length ft). EQUIPMENT• Nozzle OperatingOperating Diameterand (inches) Gun (psi) Reel (psi) Pa"ern) ®rr rr � � rrrr rrrr ©rrrrrr■rrrrr--�rr�rrrr��r�rrrr .: ■rrrrrrrrr ... rNrrr�rrrrr■r■r rr r©rr�rrrrrrr■rr�mr�rrr�rrrrrrrrrrrrrrrrr ®�rrr■rrrrir ... r�rr�rrrrrrrrrrrrrrrr �rirr�rrrr�r�rrrrrrrrr�r■�rrr �rr�rrrl�rrrr��r�rr �rr�rrr • � • ■rrr rrrr 'See attached map provided by the Field Office for field location(s). 2Show separate entries for each hydrant location In each field. 3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds); H (half circle), T (one third), o (one quarter). May also use degree of arc in degrees. Irrly-"ten Patarneters USDA-NRCS Oa 1996 page-2+2 ! North Carolln. TABLE 4 - Irrigation System Specifications Traveling Irrigation Gun Solid Set Irrigation Flow Rate of Sprinkler (gpm) / 7 7 Operating Pressure at Pump (psi) 150 Design Precipitation Rate (Inlhr) 33 Hose Length (feet) / p O0 XXXXXXXX Type of Speed Compensation Ile r L j AMIL XXXXXXXX Pump Type (PTO, Englne, Electric) �„y r H 4 Pump power Requirement (hp) z TABLE 5 - Thrust Block Specifications' nesioner may nravide thrust block details on senarate sheet. THRUSTBLOCK LOCATION AREA )sq, ft.) 900 Send — G ' 3.7 Dead End Tee ISee USDA MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD: Irrlg:" n Parameters USDA -MRCS Oct 1995 page-4 North Carolina IRRIGATION SYSTEM DESIGNER Name: Company: _ Co ► wo/ls f-h�ds =u� _ Address: P, o,Qox 195(O WM"-S6-- . Phone: z v If REQUIRED DOCUMENTATION The following details of design and materials must accompany all irrigation designs: -1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. -4. Sources and/or calculations used for determining application rates. -5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system. -6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance, N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD. 8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip So feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters per DEHNR-DENI Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface Waters. Irrigatlon Parameters USDA-IRCS October 1995 page-6 North Caroliria Narrative of Irrigation System Operation Describe the operation of the system in the space provided below or on a similar sheet most convirlient to the designer/supplier. Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment. W-0 3 r rr►o.rd A CTC j- # Ct L taut-rtvs w, !/0. 4 Ars slid p N 8p G, c/r c A l l ! 1 N e s e.+ 6 Q G O K H t C_"164( s G a `� e 1 Y GL • Lph-f `i'NO w\ CL_ vl /4 a w �l to"0. 4. d 1 `r- 0 A11 Z o a Au 5JOA Zr .S/X i 'P.-_4r S 4-r.,,, Flaw tad Q S wA w 4'1t4 rnducts p, �' I%W c) Q, low e T 14. 02 � SQ r . A it tvel- � 4'+ "v ea i / AdVa. M^ ar' U A C- LI.u. N" - r- a /�tiSC �J�+/ut ak."d ' i{ ' e"'( �JL 1- J0.Gu V ..ti - J"AL1 -4*-IR Ua�uP_ ar.S e!(/5cyn V-.";4Z A 4-+a • j r q � 4 IP5+ tX.. LA t `F - o Q 11.. w 6 (1 IV IS 40 P--x 6tw S f a-r -w+K 4 - 4 a• r- r 4,..5 : YA ; C22 i S .a )Ct1e u. c( a q-i,,4 �o r-fi 61C., �ti-offr.d a.G 1 wl aid al/ewec/ `Ea v_,_ aY ►u m. d K T to a'A 4u. LL a" cd � a. .. V `(-+ � —4. C" wt ►Ac-fc, r c. t,o..�...�� `f4a,H l�r� t v (.< <, l� /pc d� �.�ad w Gte_" I.c tt Irriq Parameters USDA -MRCS Oct 1995 page-6 North Catolln, W00AS i ez.. ....... ................. - ......... ...... ... ... ........ ......... . .......... ........... .............. Dew, meta r Plot of the contour data for the surface: Existing Project: HAYNES STONE FARM Drawing; IRRIGATION LAYOUT -9PAVIN&T Number: Location: Bid Data! Engineer: Owner: Estimator: Prepared bW: using Sitawork "CA) VIJL VS X PUC Rl'"'q W1 VALVL1 • P""p 'r"AISITI.Aj To L,1,1116,Q6,00LLNO pi,.,. PR OL20D 101,06 HYDRANT Plot of the contour data for the ■urfacat Proposed Project: HAYNESISTONE FARM Drawings IRRIGATION LAYOUT - 'FlEL,c3S Numbsrt Locationt f,+yVic? n1TS Bid Data: Enginsert Owmart Estimator: Prepared byt using Sitswork dRusr 64-0Ck5 1-- lq Plot of the contour data for the surfaces Proposed Projects HAYNES"8TONE FARM Drawings IRRIGATION LAYOUT — 7-N q LL Sr ' Humbert �ZDCk$ Locations Bid Date! Enginasrs Owners Estimators Prepared bys using Sitswork Plat of the contour data for the surface: Proposed Project: HAYNES STONE FARM Drawingt IRRIGATION LAYOUT W RrraD P AaA Number[ Location: r Bid date: \ EW, 1/IirrM4AAff,q) Enginesrt I 77 8 a44Ap Owner: Estimator: Prepared bUl using 8itswork TAXI .! 4--PURQST BLOCIUNG AND ANCHORS FOR UNDERGROUND IRRIGATION n?KLZXZS + Step 1. Multiply the wacbIni pteaene by the apmac dafm vela* town In the followtna table t9 obteta totes dn%M In N (lb): rumLDm THRUST FACTOS.q• t Pipe also br. mm Deed and oe for w ttbow 4a• labor. 22 K nbo 1% 48 294 4.16 2-26 1.16 2 60 4.58 6.45 3.60 1.79 2% 73 6.66 9.40 ' 5.10 2.60 3 Be 9.30 1" 7.52 3.82 SIA 102 12.3 18.1 991 499 4 114 16.2 23.0 12.4 6.31 5 141 24.7 26.0 18.9 9.63 6 165 34.8 49.2 26.7 13.6 a 219 59.0 83.5 45.2 23.0 10 273 91.5 130.0 70.0 35.8 12 324 129.0 152.0 98.5 50.3 14 943 160.2 226.5 122.6 62.6 16 389 163.0 260.0 140.7 719 16 406 2011 184.4 168.E 7a.6 18 475 274.7 388.4 _ 220.2 107.4 20 618 3269 462.2 250.1 227.3 21 660 38" 53" 292.1 149.3 24 630 463-2 663-2 369.6 188A 21 710 623.7 867.E 469.5 239.9 •Based on thrust par kPa (pd) prasrure TBlacldng for wore may not be aaedvd with long branch sins Step 2. Deta=mlne the beeduE sttmsth of the sad from the table below: HEARING STRE2iGTH OF 301I.E Soar and ads beedtilowls 1blft2 lua Sound abate 10 000 500 Cemantod Ravel and sand afacult to yiCL 4 000 200 Coarse and fine eempect sand 3 ow 150 Medlum ele7-can be apelwd 2000 100 Soft CLOT 1 000 50 Muck 0 0 Stop 3. Dldde the tot d thamt obatred in stop 1 by the buts astenseh of the soil to at the arse model. m2(ft2). Sma TEMUST ALTYRXATIVL PROCZDORi Pipe Aza Side th:u l-sm doggy • in. mm tb N 1% 48 5.1 22.7 2 60 7.9 351 2% 73 11.6 51.6 3 89 171 78.1 3% 102 22.4 99.6 4 114 28.3 125.2 5 143L 43.1 191.7 6 16S 60.8 270.5 a 229 103.0 458.2 10 273 160.0 711.7 12 324 725E 2000.8 14 363 2711.2 1237.4 15 .399 319.6 2421.6 18 406 349.2 1553.7 18 476 477.3 2223.0 20 613 668.0 2526.5 21 560 663.6 2851.7 24 630 639.E $734-6 27 710 106" 4742.5 `Hared an Ads dumat pet 699 kra (100 poi) ptswure yew d*Ve of deQection. NOTE: Multiply Ede thrust from table by drRaas of dedeetim tlrnaa irra (yd) divided by 100 to obtain tow aide thrust In N (III). '/ ✓t o wl i G f� ao-d (G 1, 7 # / D 19 f (p z . 7 # I.'FS/ E) 3 ECD / 5- =,:>,�Q v w;,/ b, alt 0-4 P 8p. A 7 1 *I- a r- 7 O �p s J PF�sz�rc �ecs -IC.�o�.�G r wtr�-�."•,.� - /OB,CP�ta�`/7,os� Svc pAL-ar 0. 7 c p `f' 2S•.5�er� �, esL 3�SF i, es� ✓ �� = B3G 1= InX.7� f ey i 44 i LAC t f 1 4 T LA rri ,O Cs 07. 4 X 3S�F /j f 2 UL (g'O/) _ ry 0 zV��.� (� r 11 497 Icy /D 3 ",- 4 �eL�] v e, — C ! 0.1/ '73PQ �� 24Q0 � 3-Vf� load 5�S vd(u�s 57-Zo ism p[ f y�.sl•If'• ��,tCSurC /q.zQo X re I .77 9. z 4 k �� 2-2-0 X 'yo 7../w. e V 2.. 38 ,g.zC. y/7-7 04c> X S 5,- /—. p r ..I B 'L 0.0 5,4 o-c,r" /lrl�x, v _ ram N*- lso,,- P /00T. 61 6 , , " (}a q4--� h,c.. 3 o z ' o f- `77. s / oti c,•.. - -W "I dl a. , c1[ I ac,Yr 0 8 x 35"� 1 ,OZ '� rec ��,993� if t4 - jo ��R c Leo (02) 30LPf1000 ATER-REEL PERFORMANCE ; ---------------------- -------- -------- NELSON. ; SPRINKLER ; SYSTH ; IRRIGATED SR100 ; PERFORNAHCE ; INLET ; AREA ;------ & HOI: PSI ; GPN ; DIA ; PSI ; WIDTH X LHGTH ; 40 '---------- ---------- -----____--_--------------__:.__ ._ .712' 50 ; 74 .� 225 ; 67 ; 158 X 1079 1.0 fling ; 60 ; 81 ; 240 ; 79 ; 168 X 1084 = 1.0 or .6" ; 70 i 88 ;-250 ; 90 1 175 X 1088 ; 1.1 Taper ; 80 ; 94 ; 260 101 182 X 1091 1.1 .768` 50 ; 87. ; 235 ; 70-1 165 X 1082 , 1.1 Ring ; 60 ; 96 ; 2s0 ; 82 ; 175 X 1088 ; 1.2 or .65- ; 70 ; 103 ; 263 ; 93.; 184_ X 1092 ; 1.2 Taper ; 80 ; 110 ; 273 105 ; 191 X 1096 ; 1.2 ----- ----- .812 --------- ----- 60 ; 110 ; ---------------- 260 ; 85 182 X 1091 ; 1.3 or .1' ; 70 ; 120 ; 275 ; 98 ; 193 X 1096 ; 1.3 Taper ;' 80 ; 129 ; 285 ; 110 ; 200 X 1100 r 1.4 - V- - .857' ; 60 ; 126 1,270 89 ; .189 X 1095 ; 1.4 or .75` ; 70 ; 136 ; 283.; 102 ; 198 X 1099 ; 1.4 Tapeor ; 80 ; 146 ; 295 ; 116 ; 207 X 1103 ; 1.5 ---------------------- ------------------------------- ---- .895' ; 60 ; 143 ; 280 ; 95 ; 196 X 1098 ; 1.5 or X ; 70 ; 155 ; 295 ; 109 ; 207 X 1103 ; 1.6 Taper ; 80 ; 165 ; 305 ; 122 ; 214 X 1107 ; 1.6 -------------------- --------------------------------------- .927` ; 60 ; 164 ; 288 ; 102 ; 202 X 1101 ; 1.7 or .85' ; 70 ; r77-; 302 { 117 ; 211 X 1106 ; '1.8 Taper ;---------- 80 ' 189 ; ------------ 314 ; ---------------- 131 ; 220 X 1110 ; 1.8 - 1.0" ; 50 ; 204 ; 300 ; 108 ----- ; 210 ------- X ------- 1105 ;_ 2.0 ; Taper ; 60 ; 224 ;. 316 ; 121 ; 221 X 1111 ; 2.1 70 � 243 1 338 1 . 146 237 X 1118 2.2 11 f ' HOURS FOR 1000 FEET OF TRAVEL:,' 25.0 -----=-' =----------------------=----- = Notes: Sys tezinlee'pressure will be approx 10 PSI lamer - Turbine drives mill have higher pressure losses at t The precipitation, rate is`in inches per hour and is base 300 feet per hour aay be possible with the engine drive 707 S_ Schrader Ave-P.O. Box 290. Havana.11. 62644 Phone 3091543-4425 Fax 3091543-4945 1w - NCHES DEPTH OF APPLICATION ;320i ' ------- ------------------------------ ;DGRE RAVEL SPEED - FEET PER HOUR ;PRE- ------. - _---------=-----;CIP � 50 ; 75 100 ; 150 1 200 ; 300 ',RATE 0.8 ; 0.5 ; 0.4 ; 0.3 ; 0.2 ; 0.1 11-0.24 1 0.8 ; 0.5 ; 0.4 ; 0.3 ; 0.2 ; 0.1 110.23 0.8 ; 0.6 0.4 ; 0.3 ; 0.2 ; 0.1 '10.23 ; 0.9 ; 0.6 ; 0.4 ' 0.3 ; 0.2 ; 0.1 1'0.23 ' -----�-_--__.--------------' 0.9 ; 0.6 , 0.4 ; 0.3 ; 0.2 ; 0.1 110.26 11 0.9 ; 0:6 ; 0.5 ' 0.3 ; 0.2 ; 0.2 :0.26 ; 0.9 ; 0.6 ; 0.5 ; 0.3 ; 0.2 ; 0.2 1,0.25 1.0 ; 0.6 ; 0.5 ; 0.3 ' 0.2 ; 0.2 :0.25 ----..._�---------------•------------, -- 1.0 ; 0.7 ; 0.5 ; 0.3 ; 0.3 ; 0.2 10.27 1.1 ; 0.7 ; 0.5 ; 0.4 ; 0.3 0.2.:0.27 1.1 ; 0.7 ; 0.5 ; 0.4 ; 0.3 ; 0.2 310.26 , - --------------'----- �1.1 ; 0.7 ; 0.6 ; 0.4 0.3 0.2 10.29 ' 1.2 ; 0.8 ; 0.6 ; 0.4 ; 0.3 ; 0.2 :0.28 1.2 ;. 0.9 ' 0.6 ; 0.4 ; 0.3 ; 0.2 1:10.28 ; _-------- -------------------_-------�-----i 1.2 ; 6.8 ; 0.6 ; 0.4 ' 0.3 ; 0.2';0.31 ; 1.3 ; 0.8 ; 0.6 ; 0.4 ; 0.3 ; 0.2 ,0.30 ; 1.3 ; 0.9 ; 0.7 ; 0.4 ; 0.3 ; 0.2 ;0.30 ; ---•------------------------------------' [ 1.4 ; 0.9 ; 0.7 ; 0.5 ; 0.3 0.2 ;0.33 1.4 ; 0.9 ; 0.7 ; 0.5 0.4 ; 0.2 :0.33 1.4 ; I.0 ; 0.7 ; 0.5 ; 0.4 0.2 :0.32 --------- -------------- ------------;--- 1.6 ; 1.1 ; 0.8-; 0.5 ; 0.4 ; 0.3 :0.38 1.7 ; 1.1 ; 0.9 ; 0.6 ; 0.4 ; 0.3 ;0.38 1.7 ; 1.2 ; 0.9 ; 0.6 ; 0.4 ; 0.3 10.36 ; 20.0 ; 13.3 ;10.0 ; 6.7 ; 5.0 ; S.3 ; for engine driven machine's. the higher speeds. on a scinkler arc of 320 degrees. ersion only. CUMMINS A LEADER IN DIESEL TECHNOLOGY Performances shown are for cool water, close -coupled electnc configuration with packing. Other mounting styles or liquids may require horsepower and/or performance adjustments. Feet x .305 = Meters Inches x 25.4 = Millimeters GPM x .227 = Cubic Meters/Hour GPM x 3.785 = Liters/Minute HP x .745 = KW HP, efficiency and NPSHR are for full diameter impeller only and may vary somewhat for less than tull diameter impellers. See foxed speed curves for more exact data at various speeds and impeller diameters. Water pumping hp estimating chartt 1�zl YOE �v�� inc. Model 3HA El 1 >, �am1W0 i 2 — .i. [ar6psarm-1 ae A 10.0VW IiA vut F mdtYp dada nayn�w! 3VJGL.E I b hOOfC De. and &yie Ns wade Or& hwswp poft rw VOLLrrE Vc4� Enckmd am Hp Tim RAM HO Trim RPM HO Trim RPM HO Trim RPM FLe Dwnew 1 i C 752? 1CW 2WO 2200 D 1522- t3 94, 1900 E 2DOD 1527 73.ail 1fi00 IBM t52 z a 15= 2200 11.7r 1 24M 13-00. 24W 12.81• 22W 12_67 20M i 11. 11.7 •Avallable in Canada and U.S. The intersection of the row (total head) and column (gallon per minute) shows the engine horsepower requirement. tAssumes 75% overall system efficiency, Including pump, gearhead, and shaft GPM x head in feet "'Total head = Depth to pumping level plus pressure head. (1 psi = 2-3 ft.) HP - 3960 x systAm effir.iancv A 30 '97 11:44AM CAPROLL'S FOODS P. ale 60 ?50%" /""" Animal Waste Management Plan Certification (Pieria type or prim► ail ;nfm=ition that does not mq cite a signature) RE EU1"! D EE�cistina or ear or Expanded (blease circle one) • . J . " " "" '� Name of Farm:. aartA � . ��� s��y� _ l�aciUty No: %=O��i C`� Owner(s) Name: ao.e F;v A-os =-j•c c. Phone No: Sic Z2;g -343 j- Mailing Address: -G • q Farm Locadon: County Farm is located in: b_or.t Latitude and Longitude: 3jL gtf 6CAt / --:;' _4:!^w , Place attach a copy of a county road map with Location identified and describe below (Be specific: ruW nannies, directions, milepost, etc. ): 7_Ar - a -,moo arp o err' a Or t,9*ZE PJ . Tut„ S 12,za i/o 9. om -ram .S r- �-Q= o F a-7 gr -w ii i. OVeration juman. - Tipe ofSn ne No. ofAnigtats Tjpe offattffry No. ofAmbMIs Type of earn, No. of"Ma s �'�'eart to Feeder a Dairy a?'1 Car to=r fa;�� :�,,�.�lsllem,, D Beef *Farrov: toWC2A ` ^,' '' +� '• r �y 7 Farrow to Feeder 7 Famw to Finish A7{ r 7�vpi ( �i taoclt . JVwQvr of Animals:�_� w -`,'awl •. C e. Prtrvious Design Capacity: `' �. • ,' Addaioha l Design.C6paaty. r' : � ;• ' ; ��• . 1�• •.• mot' '� ...n—4'f'°'^y{j :' ...• r �, 1•... �, .✓n. t Tercel Design Carweirv: t:.,.�. .t;:t t'. :;r� �,r•,':; '*.+`Xi;°�:,''� :. Acreage Avwlable for Application: - - - 1't'L Required Aereege:, Dumber of Lag-wns / Storage Ponds :-4- Total Capacity;4. 9+a a 2 e -4- _ - Cubic Feet (0) Are subsurface drains present on 'tlie f am 4' • or NO (please circle one *-T* e e e4 .od cep zm ac If M: are subsurface drains present in the ama of th N Y FIEL re�e ci r.�e o o Oviner t•�ianager Agreement 1(we) verify that all the above Wwwation is caster nod will be updated upon chaagfzth. I (we) un&numd the operation aid maintartmcr procedures established in the approved animal waste a magemwt plan for tots farm tiatrud above and Will Implement ibese procedures. I (we) know that any exposion to the existing design, capacity of du waste treatment clad storage system or construction of new facilities will require a new certification to be subuilaW to the DivWoa of hm•irournental Maaagemem before the new animals are awcked. I (we) understand that char can be no discharge of animal wash firm the storage or application system to surface water of the state either direly hough a mwi-ra c=veyatiae or from a storm event less severe chart the 25-year. 24-hour norm and there amst not be run-off from the application of maj ante. Kure) understand than run-off of polluumts Liam lounging and heavy use areas must be alit zed using tafinicai standards developed by the Natural Resources Conservation 5crvicc. ThL approved plan wilt be filed st the farm and as the office of the local Soil and Water Conservation DisuieL I (we) know tbat any rrtodification recut be approved by a technical specialist aid submitted to the Soil and Water CoasGnation District prior to implementations. A 4=8c in land ownerdiip "Uires uncial [lotiflC2tiOT1 to D or a trees certification (if the approved plan Is changt O within 60 days of a title hawser. Name of Land Omer : ��`b Sinn8itl Date:_ �3-13t- '? - name of., Ianager i if crent rom ow er1: )0 ' Signature; mate: AWC -- Jartuarr I_ I997 01 197 04 : 43PM CARROL.i' S FOODS P.1/3 i OF �lm �, 0�wm CARROLL'S FOODS, INC. P. b. Dcaww 3% wamwl Nol b Carolina 2m" 910-293-7S51 Way) FAX TRANSMITTAL SHEET J �J N 0 6 1997 R EEG.0F��v� DATE: ,1)147 TIME- 44 : 3,:� wi �wM�w err FROM: FAX NUMBER: q Iq O 719 NUMBER OF PAGBB 3 SUBJECT% P.2.3 A I April 29,1997 CARROLL's FOODS, INC P. n. Dreyer IN WARSAW, NORTH CAROLINA 28MG Dr. C. M. (Milce) Williattts, Dhator Animal and Poultry Www h4aaafentent C.antar North Carolina Stale University Box 7609 Raleigh, N. C. 27695-7608 Re: Joint research effort - Carroll's Foods, Inc., Cheltec, Inc. and N.C. State University Dear Dr. s: lkyw ant to our earlier conversations Cmro11's Foods, Inc, is willing to make two new 8800 head feeder to finish swine facilities ava&ble to you for the conduct of research into the efficacy of a commercial odor abatement product called Hogwash. Cheltec, Inc., flee manufacturer of Hogwash has agreed to supply the product for a twelve month commercial scale field host. Additionally, Carroll's Foods artd Cheltec agree to cover one half of the cost of co=cting sir tests. Based on your representation, orre half of the cost of the trA will not exceed S5,000. N.C. State Univcrsity will cover the other half of the costa of the beat (S5,000� The above referenced new berms have not been constructed but our plans are to build them over the next few months . Our application for permits is currently under review by D.E.H.N.R. and hopefully we will be ready to begin work on the site soon. l on enclos4 for your use a copy of the facility design and waste management plan for c=h farm. I look fbrwwd to working with you and Cheltec on ibis project. If you have questions please feel free to contact me. Sincerely, l utter Real Estate Mumpr DB/cs Ertclosures rc: Denise LeLancy 1 : - —ea a3 c 's ECPPgNC. TO 9191a29.37551 P.3i3_ AM 32 197 M:54PM Cheltec, Ina, I459 Tally" Road Sstas00% Fl 34232 Offm Tdgftac (44I)35S-I045 Fax (941)-35I-1374 April A IM W. Donald Bwlw Caton Foods 'Qil000. NC Dew Mr. Butler: Tim leW is to moron oar p otko Lion adilt both Carroll Food6 and Mm* CaWins S fate UAive;s o for a fall scale rWd lest with w prOW H*&Wadi. It Is ow aadc=nftg that thm teat Is to prove ft efficacy of our pmdva in reducing the ttaxim, Odom Sa=Wty ssdated vAtb sane pmdw:do L We look forward to a su=mfW 04y. it 1 Dedicated to Quality Fork Poultry Prodaotion ' in Harmony with the Environment, ICarroll's Foods, Inc. • P. O. Box 856 • Warsaw, NC 28398 ,1UN D 6 1997 Vida—, REG. 0" SWINE FARM DESIGN, CONSTRUCTION, OPERATION, AND MANAGEMENT PLAN FOR CARROLL' S FOOD' S , INC. FARM #7075 8800 Feeder - Finish March 31, 1997 I certify that this Plan has been prepared under my direct supervision and meets the applicable regulations of NRCS, DEM, and all other State and Local Regulations to the best of my knowl_e(hpl#" Slief. M. Floyd AdwnO License No. 12273 "0%(N CA1j 0�'���r 12273 CARROLL'S FOODS, INC. P. O. Drawer 856 WARSAW, NORTH CAROLINA 28398 FACILITY DESIGN AND WASTE MANAGEMENT PLAN Farm CARROLL'S FARM # 7075 Name or Number 8800 FEEDER -FINISH Farm Description Location SR 1107 AT SR 1131 ROBESON COUNTY, NORTH CAROLINA Company Farm _X Contract Grower SWINE FARM DESIGN, CONSTRUCTION, OPERATION, AND MANAGEMENT PLAN CARROLL'S FARM ##7075 8800 Feeder - Finish TABLE OF CONTENTS Lagoon Design Check List Emergency Action Plan Construction Information ' Memorandum - Legal Requirements Owner Contractor Information Waste Management Facility Site Evaluation Soil Investigation ' Lagoon Design for #7075A Hazard Classification Data Sheet for Dams for #7075A Operation and Maintenance Plan for #7075A Lagoon Design for #707513 Hazard Classification Data Sheet for Dams for #707513 Operation and Maintenance Plan for #707513 1 Construction Specifications for Lagoons Seeding Specifications Plan for Lagoon Typical Cross -Section of Lagoon ' Typical Emergency Spillway Volume Calculations Waste Utilization Plan with Attachment B Waste Management Odor Control Checklist Insect Control Checklist Mortality Management Methods Maps A. Vicinity Map ' B. Topo Map C. Soils Map D. Flood Plain Map 1 E. ASCS Map 1 1 t CHECKED BY: .,,J eta, DATE: 3 fZ6J 4- _ LAGOON DESIGN CHECK LIST 1. Copy of 026 and maps if clearing involved. ' 2. Dam safety - a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of ' dike. 1�75P� 7a�s A 3. Adequacy of storage volumes - ' --V/— ✓ a. designed volume exceeds needs ✓ ,/ b. stop pumping volume exceeds treatment volume ✓ �L C. 25 year storm volume exceeds volume at start pumping �[ d. actual volume pumped exceeds required volume to be pumped ✓ ✓ e. all temporary storage stored above seasonal high watertable ✓ `/ f. sludge volume included g. minimum 6 feet treatment volume depth 4. Operation & Maintenance Plan (sheet) - _,[ a. begin and end pump -out elevations S. Location sketch - 1 - a. distances to nearest residence b. road numbers ✓ �/ C. north arrow 6. Hazard CIassification Sheet (NC-ENG-34) - a. distance to nearest stream in event of dike failure ' V ✓ b. distance to nearest public road in event of failure c. topo map showing lagoon location and information to support a&b 7. Waste Utilization Plan a. show all tracts & field numbers, field acreage, crops b. signatures of producer & person preparing plan C. agreement sheet signed by adjoining landowner if needed - showing tract numbers, field numbers, acres, etc. d. ASCS maps of fields to be used for effluent disposal e. soil survey sheets showing all fields f. check suitability of soils for crops planned _ g, include attachment "B" on sampling procedure h. waste plan is included but prepared by other qualified specialist - this plan is not ' part of the engineer's review 1 8. Soil Investigation Sheet (SCS-ENG-538) a. are sufficient borings made for size :and condition of lagoon ' ✓ b. borings 2.0' below designed bottom of lagoon C. location & elevation of borings in relation to grid survey d. seasonal high watertable 1 9. Seeding specifications included (lagoon dike and other exposed areas around buildings) 10. Construction Specifications (sheet included) a. need for cut-off trench addressed ✓ b. need for sealing or lining with impervious material addressed and anticipated locations of such area identified c. protection of liner during initial filling and near flush pipes addressed 11. Grid Sheet (original or ledgable copy) ✓ a. gridded area large enough to include embanlanent slopes and surface water diversions b. location & dimensions of lagoon & buildings shown (lagoon inside top measurements shown and lagoon comers identified by grid stations) P639a �.a b%L s�slocd �✓ C. surface water removal (pipes, outlets, etc) shown KtS _✓ d. soil borings location show _✓ e. TBM location & elevation shown f. existing utilities located (if applicable)' g. emergency spillway shown (if applicable) ' 12. Typical cross-section included ✓ a. dike elevation & top width shown ✓ b. lagoon bottom elevation shown C. side slopes shown _✓ d. effluent outlet pipe invert elevation shown ' _✓ e. effluent outlet pipe shown to discharge below water surface (tea c�ie� _✓ e. building pads - elevation & grade shown f. cut-off trench shown - if required ✓ g. liner shown - if required 13. Volume Computations a. excavation ✓ b. dike fill A1� cak�,.� tn�elrr ✓ C. pad fill I 14 16 15 Summary Sheet a. design requirements — Ssul k_.6„4r, r.- b. excavation volume C. fill volumes d. cut -fill ratio — 5„ Location of subsurface drainage (if present) 7 _tVA 16. Presence of utilities addressed 17. Observation of cultural resources statement included ✓ 18. Operation is outside of jurisdictional limits of municipalities 3 1 1_ 1 1 1 EMERGENCY ACTION PLAN PHONE NUMBERS DWQ 9/0 486 - /554f EMERGENCY MANAGEMENT SYSTEM SWCD iC�739.- 5479 NRCS C//O Z 9 - 1:47B This plan will be implemented in the event that wastes firm your operation are leaking, overflowing, or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. f' b_ Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B: Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. I c. Incorporate waste to reduce 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 pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge: d. Repair all leaks prior to restarting pumps. D: Leakage from flush systems, houses, solid separators -action include: a. b. Stop recycle pump. Stop irrigation c. pump. Make sure no siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. 1 December 18, 1996 1 t ) 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 away from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and 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? OIL 3: Contact appropriate agencies. ' a. During normal business hours, call your DWQ (Division of Water Quality) regional office; Phone - After hours, emergency number: 919-733-3942. 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, 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. I b_ if spill leaves property or enters surface waters, call local EMS Phone number - c. Instruct EMS to contact local Health Department. d. Contact CES, phone number - - , local SWCD office phone number and local NRCS office for advice/technical assistance phone number - - 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 problem to minimize off -site damage. a. Contractors Name: b. Contractors Address: c. Contractors Phone: r 2 December 18, 1996 6: Contact the technical specialist who certified the lagoon (MRCS, Consulting ` Engineer, etc.) a. Name:_ .L"Acsn3s ZE b. Phone:_ 7:. Implement procedures as advised by DWQ and technical assistance agencies to ' rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. I I 1 1 3 December 18, 1996 1 I CARROLL'S FOODS, INC. P. O. Drawer 856 WARSAW, NORTH CAROLINA 28398 l IMPORTANT INFORMATION ABOUT LAGOON CONSTRUCTION LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER DATA.(SEE CONTENTS OF PLAN FOR' MORE INFORMATION) EXCAVATION 64,113 --- cubic yards FILL (pad & dike) 64,113 --- cubic yards 1 TOP SOIL (minimum 3" thick) 667 --- cubic yards CLAY LINER (represents a"complete liner) 18,446 --- cubic yards I Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high dam will require 50 of 10 feet or 0.5 feet fill above planned top of dam. Clay content, thickness and compaction of liners (if required) are very important. If the certifying technical specialist is unable to approve the liner with normal field techniques, an independent engineering analysis will be required (see CONSTRUCTION ' SPECIFICATIONS for additional information). If an independent engineering analysis is required, this expense will be the responsibility of the owner/grower. Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded according to specifications before the system can be certified and stocked with animals. (Consult with your NRCS Conservationist regarding mulching) 11 IMEMORANDUM ' TO: All Growers FROM: Don Butler, Real Estate Manager Howard Hobson, Resource Conservationist RE: Legal requirements for swine growers in North Carolina and how they relate to you The facility design and waste management plan attached is of the utmost importance to you and to Carroll's. This plan must be approved by a designated technical specialist or Professional Engineer prior to construction start. The lagoon must be constructed exactly as designed unless changes are approved by the original designer. The approved plan needs to become a part of your permanent records and must be readily available for review if and when your farm is inspected by state regulatory personnel. When earthwork and lagoon construction is complete and the top of the dike and outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final inspection by a designated technical specialist in order for your farm to be certified ready to stock animals. At the time of final construction approval, the owner and the person certifying design, construction, and irrigation plans must sign a document called "Animal Waste Management Plan Certification". This document must be sent to the Department of Environmental Health and Natural Resources in Raleigh. -Copies of the ' signed document should be kept in your permanent file, one copy goes to your local Soil and Water Conservation District office for their file, and a copy must be presented to Carroll's Foods before any animals can be placed on your farm. The owner is responsible for the Certification being completed and sent to the appropriate places. Remember, NO CERTIFICATION -- NO ANIMALS. If you have any questions about the above information, please contact one of us by calling 910-293-3434, extension 246_ 11 i H MOVING CONTRACTOR 1 ATTENTION OWNER AND EARTH _ . 1, PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE NIANAGEMENT PLAN. ' This design has been prepared in accordance with USDA- Natural Resources Conservation Service standards and properly installed, will allow certification and stocking of animals. The following. items should be discussed PRIOR to entering into a contract 1. This design is in compliance with state and federal laws. &X changes in design may result in non-compliance and failure to be eligible for certification. No animals can be stocked until the lagoon construction is approved and certified to the Division of Environmental Management (DEM). If a Dam Safety Permit is also required by the State, then no water or animal waste may be impounded in the lagoon until the lagoon and dike construction are approved by the North Carolina Department of Environment, Health and Natural Resources, Division of Land Resources (DLR). 2. This design has taken into account data including soils, topography, wetlands, streams, dwellings, wind direction, and owners concerns. ' 3. The volume shown represents excavation and fill in the lagoon and pad area. It does NOT account for cut/fill for liners, roads, borrow areas, drainage or other related ' construction activities unless specifically covered in the design. 4. Typically, the excavation volume represents the bulls of earthwork and is used for ' price negotiations. All earth work beyond this amount will be worked out between the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR ' GROWERS. 5. It is the desire of Car -roll's Foods that the contractor receives a fair price for earth ' work and the land owner receives a properly constructed lagoon and pad that will meet design requirements. 6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES. CARROLUS FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL. I u WASTE Mx,+NAGEMYT FkCU= STFE EVALUATION GF..NERAL. LNFOXNL%LTIOY L NA4lE 11,E S LOCATION -C• TELZPHONE q -a93-3L{34 SIMOPERATION DATA DISTANCE FROM N7-ARTSP RESID&NCE NOT OW NM BY PRODUCER Ff_Get " I *iL T kA 4 a b ti DISTANCE FROM CIE 1RI-5 PARK FACMIIY (zc oaL ezuzh, ere) FT&9L* AJ F_R MAN l bt4e IS SITE WITB N 100-YIFARFLOCD PL IN7 YES NO, Ifyes, NRCS cannot provide sasistancn IS S= AT LEAST 100 FT. FROM A "BLUE LINE- PERENNfAL STREAS ? YES NO If act, site must be relocated. IS SPTE WTTB1N 1 &M ZONING ]i3RiSDICTION OF A.MUNICMAIIIY? YES NO If Yes, landowner should consult with local zoning board about required permits Permits must be obtained prior to design approval ARE L-Eii.II?ES IN CONSTRLiCTION .AREA? YES _ NO If yes, see Part 503 of the National Engineering Manual and follow,policy. (Copies of maps ar other reference materials may be attached to site wILL SITE IN oLVE CLEARING WOODLAND OR ANY NON-r-ROPLA.ND7 YES , NO Uyes, producer must complete Form.NL RC -CPS 38 (Request for Certified Wetland DeterminAdon/Delineetsoo} WILL ACTION RESULT IN SWAMPBUS1ING7 YES _ NO IF WEMANDS ARE INVOLVED, IT IS THE RESPONSIBii= OF THE PRODUCER TO CONTACT THE US ARMY CORP OF M 1GNE£RS AND THE DIVISION OF ENVIRONMENTAL MANACEM Vf TO D 1z ,MZM IF PEP-%= ARE REQL9=. IF WE -WDS ARE TUNVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LA.YD UNTIL A WETLAND ND DEIZCEATIO14 IS MADE MRCS will provide technical assistance in wetlands only under the following conditians_ For natural wetland inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully mitigated For natural wetlands greater than one acre in size, MRCS will provide assistance only after a rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigariou is carried out in that order of preference. ODOR CONTROL a`S ODOR CON-MROL 3EE'ti DISCUSSED WIIHI PRODf1CF3 : • PREDC%,LLN LYF'VLtiD DIRECTION? Y£S t/ NO _ • PIECFARGLNG LAGOON A='r�ESH WAT---I TO AT L -a T IPL 1 tS � 1I0 , OF TriE CA.P.-%c= / • USING GOOD SOUND XDGME.VT IN I. --,ND APPLICATION YES v VO , OF WA.ST-a7 �n 1 1 1 1 1 1 1 1 1 1 1 O'THER F-N'VMON'4Y .YTAL FACTORS IS LNDANG= AND/OR THREAT1:NED SPECS HABITAT ?RESDM YES NO IS A DESIGNATED NATTjM%L. S=C AR&i INCUMED IN THE PLANNING AR -kOR / WILL plan. VED ACTIONS Me 4CI' ON AN ADJACENT NATURAL SCENIC ARLA7 YFS NO v M AN ARCLiAEOL OGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? YES _ `40 ARE THERE PRDdF- UNIQUE, STATE OR LOCALLY IMPORTANT FARMiL.iNDS LN THE YES � NO —/ OPERATING UNIT7 WILL THE ACIYON RESULT IN SODBUSTiNG? YES , NO If the anrwer to say of the above is yea, NRCS will not provide technical assistance unless 2genCY aoiicv is foilawed, WASTE MAXAG&NMNT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES � NO INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPIlm INFREQULNT'LY7 rf ,1O, DOES PRODUCER HAVE ACCESS TO MORE "ND7 YES � NO — IF LAND IS NOT OWNED BY PRODUCEL CAN PRODUCE GET AGREi r -NT ON LAND YES _ NO ON WHICH TO APPLY WASTE7 (Attach. waste UdIt ation PIan to site evaluation.) SOIL RIVES'TIMMON - VALID ONLY IF SOIL IIW=GATION SIFT ATTACHE'. IS SOIL SM- TABLE. FOR LAGOON7 YES V �40 IS A LiNE3 REQLTMM? �A &4 : IA I YES J,�f NO TYPE OF LINER TO BE USED: CLAY �/M,[TONITB n-rr-iEITC IF CLAY LJNER IS TO BE USED. IS SiiITABLB CLAY AvAI a m c ON YES NO SITE7 _✓ IF CLAY IS NOT AVAILABLE ON SITE. DOES LANDOWNER HAVE YES NO ACCESS TO C LAY7 — , IS A CORE T eR_rVCH REQUIRED? YES ✓ NO (Attach soiI investiptiou sheet to site avaluation.) _ IS SUBSJWAC= DRAIN TILE PRFSENT7 YES ✓ — NO (If yes, file must be removed or planted) SITT:,APPROVET YES NO CONDrTIOYAL, CoNaJF- 5 THIS SrTE IN'v MGATION IS VALID FOR TWELVE MONTHS 11F30M THE Davit SHOWN BELOW. IF CONS-IRUCTION HAS NOT BE---.7 STARTED wrnm4 Twcl: dE moNI'dS. A NEW sr, E INYEsTiG.ATTON W13-1 BE REQLMZED. 11 SIGNATURE DA L- 3-5 - 4 1 Y Changes in the local or state law or changes in the standard could rrauire a new site investisatioa. 10 i k -I J Sc 13 Sc 3' ¢-t 'E sC, sin I E� +�4 ..4 5'*1,5c �i E� s! COTrb 3+* 3-7 5 7', "'f 7 9 a zz' 51 " C4 SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE ' _Grower's Name ChRe,, 's r toy _ 4 -7o7_<- County ' Date 2/ 9 7 - State cl c- -- SKETCH OF PROPOSED LAGOON SHOWNG WHERE BORINGS WERE MADE l�4Yucg S'rea� -- SzzE � Z. - Sit i-o�o 1o9 to C��zu�) of SoIC 3pt2z„1G5, ' 47.4 016Kegr :5mvrr 4 Depth 4n .3 49 .4 47�. 3 47. -7 Boring Number '_ Ft. 1 6/ i Z 2 11 3 r/lL 4 37/1 p 5 6 7 S 9 10 ' 0-1 Sc 5c 1-2 5C 5 c 5 ' 2-3 t z Sc 2 5C 3-4 5�- S c 5c ' 4-5 5 C 5 cS c 5-6 5 c /Sh 5c S+, /Sc 5 C 6-7 -S /5)il 5c 15^1 7-8 _ �7S 5 r� I r.� ►►zU r $f 7.5 n! 1� �C 5 � ' 8-9 sa s.y� 8.s sr' ' 9-10 Sty 10-11 11-12 12-13 47.E 4-1.4 463 `7 * SHWT (Seasonal High Water Table) Signature & Title Date -Z.146127 r 1 1 1 1 TYPES OF MATERIAL ENCOUNTERED IN BORING k UNIFIED CLASSIFICATION Well graded gravels; gravel, sand mix sand -clay mres SC Clayey sands;ixtu GP Poorly graded gravels ML%Silts; silty, very sands; sandy or clayey silt JGW GM Silty gravels; gravel -sand -gilt mix CL Clays of low to medium plasticity . GC Clayey g a� gravel -sand -clay mix CH Inorganic clays of high plasticity SW Well graded sands; sand -gravel mix MH Elastic silts SP Poorly graded sands OL Organic silts and silty clays, low plasticity SM Silty Sands OH Organic clays, medium to high plasticity 1. Suitable material for liner is available Yes ✓ No Remadm: � -TN1=� 17.�4�nI��L-�. S]�STGIV�outh -Zis 1�£E? $v-cTdM F�$av� Fcl; 1*LC�Inf(, WA'1L�R. � CaN� 1�A�TD R fir] u5t MATcRT,� �r�v+� 1� -IO �r Pars s'�t�CZ. �r3 A �L �aS ar A Gaa �,Far�4, . ,�T 2. Explain hazards requiring special attention in design (seepage, spring, rock, etc.) 3. General Remarks: The soil borings for this investigation represent only that particular confined area. If during constriction, different materials are encountered, necessary modifications will be made in design. At the time of certifi- cation, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes, compaction, capacity and other requirements. Depth Bonn Number Ft. 11 12 13 14 15 15 17 18 19 20 0-1 1-2 2-3 3-4 4-5 5-b b-7 7-8 8-9 -10 10-11 11-12 12=13 -TkiS P A4 W\ u1:t( Ew,�j Oy -rW© �b3ooK5 1QcA40--8 Ai0i Sr-a�9AAA,4!sd. p► c o uv. w► B r4 L 1 k [ 04 ft[ 4g 0, v11 C fat iqc � �•� : S FS $ D D yk W M A (S W : i-t, k oV- -�V\jt liv1.ja1.gj5 4;5,V\jAOL IM -tJD �Ljc.h LiAypJ.d,s:�u sl �,� i 5 [w6V,- '�0�5 A. �perator:CARROLL'S ,jF7075A County: ROBESON Date: 03/13/97 Has the site evaluation been completed & approved: YES AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 'E 0 sows 4400 head (farrow to (finishing feeder) only) x x 522 135 lbs. = lbs. 0 594000 lbs lbs 0 sows (farrow to wean) x 433 _ lbs. 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs ' Describe other : 0 lbs Total Average Live Weig — 594000 lbs H MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 594000 cubic ft (includes STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 149600.0 cubic feet TOTAL DESIGNED VOLUME 0 cu. ft. add. treat. vol.) Inside top length (feet)---------------------- 368.0 Inside top width (feet)----------------------- 360.0 Top of dike elevation (feet)------------------ 53.38 Bottom of lagoon elevation (feet)------------- 40.34 Freeboard (feet)--------------------------------- 1.00 Emergency spillway depth of flow(feet)------- 0.20 Side slopes (inside lagoon)------------------ 3.0 : 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 380.8 352.8 11.84 AREA OF TOP LENGTH * WIDTH = 380.8 352.8 AREA OF BOTTOM LENGTH * WIDTH = 309.8 281.8 134346 (AREA OF TOP) 87278 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 345.3 317.3 438202 (AREA OF MIDSECTION * 4) CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 134346 438202 87278 1.97 Total Designed Volume Available = 1302057 CU. FT. 15. TEMPORARY STORAGE REQUIRED 1 DRAINAGE AREA: Lagoon (top of dike) ( Length * Width ) + Surface area of connecting waste facility 388.0 360.0 0.0 139680.0 square feet ' Buildings (roof and lot water) or impervious area 0.0 square feet Describe this area. ' TOTAL DA 139680.0 square feet Design temporary storage period to be 180 days. 15A. Volume of waste produced ' Feces &-urine production in gal./day per 135 lb. ALW 1.37 Volume 594000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 1085040 gals. or 145058.8 cubic feet ' 5B. Volume of excess water Volume = 3982.4 gallons/day * 180 days storage/7.48 gallons - per CF ' Volume = 95832.1 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days evaporation = 13.0 inches 180 Volume = days rainfall = 21.0 21.0 in * DA / 12 in. per ft. = inches 244440 cubic feet runoff Volume = 13.0 in * lagoon DA/12 i.n./ft = 151320 cubic feet evap. ' Volume = 93120 cubic feet I ' SD. Volume24 hour storm 7.0 in. of 5 year 2 y rm Volume of "Heavy Rain" 7.0 in. ' Volume = 14.0 inches / 12 inches per foot * DA Volume = 162960 cubic feet 15E. Additional volume as follows: TOTAL REQUIRED TEMPORARY STORAGE SA. 145059 cubic feet ' 5B. 95832 cubic feet 5C. 93120 cubic feet 5D. 162960 cubic feet 5E. 0 cubic feet TOTAL 496971 cubic feet SUMMARY ,6. Temporary storage period=====________=___ =_> 180 days Rainfall during wettest period of storage ==> 21.0 inches Evaporation during storage period=====__�_> 13.0 inches ' 25 year - 24 hour rainfall___--��_ =�_> Heavy rain ----> 7.fl 7.0 inches inches Freeboard - --- -__> 1.00 feet Side slopes -_________ 3.0 1 Inside top length= =____=__________________> 388.0 feet ' Inside top width====== ________==_=_________> 360.0 feet Emergency spillway elevation(if planned)====> 52.18 feet Top of dike elevation=====__________________> 53.38 feet Bottom of lagoon elevation__________________> 40.34 feet ' Top of sludge elevation_________________=__> 42.00 feet Total required volume=====__________________> 1240571 cu. ft. Actual design volume=~===__________________> 1302057 cu. ft. ' Seasonal high watertable elevation (SHWT)===> 47.40 feet Stop pumping elev.====______________________> 47.99 feet Must be > or = to the SHWT elev.====______> 47.40 feet Must be > or = to min. req. treatment el.=> 46.34 feet ' Min. Required treatment volume=====_________> 594000 cu. ft. Volume at stop pumping elevation=====_______> .627074 cu. ft. Start pumping 50.94 feet Must be at bottom of F.B. & 25 yr. rainfall & heavy rain ' Act. vol. less 25 yr. and heavy rainfall====> 1139097 cu. ft. Volume at start pumping elevation=====______> 1138828 cu. ft. Required volume to be pumped= -------- _______> 334011 cu. ft. ' Actual volume planned to be pumped=====_____> 361928 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7 . DESIGNED BY : 40.. APPROVED BY: /, P. c. ,,Z/AZ1&- Tc- A . SPec: e-Ci �/ DATE: -3/131'77 DATE: HAZARD CLASSIFICATION DATA SHEET FOR DAMS ILandowner Carroll's Foods, Inc. Farm #7075A County Robeson Estimated Depth of Water to Top of Dam +5 Ft. Length of Flood Pool 1.000 Ft. Date of Field Hazard Investigation 2/6/97 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. Est. Elev. Est. Elev. Kind of ;Improvements; of Breach Reach Length Width : Slope : Land Use Improvements Above E Floodwater Above Flood Plain Flood Plain Ft. Ft. % Farmland : None NIA NIA 1 i 1,000 100 < 1 % 2 3 ' Describe potential for loss of life and damage to existing or probable future downstream improvements for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant damage to buildings, agricultural land or piLblic roadwa s. The structure is approximately 600 feet from a tfibutafy leading to Big Shoe Heel Creek and approximatelygpproximately 3,500 feet from SR 1107. Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A NRCS Dam Classification (I, I1, III, FV, V) ' By2�mJ AA M. Floyd Adams, V Date 3/13/97 SHEET 1 OF 2 I OPERATION-AND-MAINTENANCE-PLAN I.NG43N -6 -10-15A ' This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount ' of fresh water added to the system. The designed temporary storage consists of 180 days storage for: ' 1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 yr - 24 hr storm for the location and a heavy rain factor. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to ' year, but excess rainfall will vary from year to year. The heavy rain factor and 25 yr rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. 1 The waste produced by the animals shall be utilized in accordance with an approved waste utilization plan. Highly visible markers shall be installed to mark the upper and lower elevations of the temporary storage (pumping volume). Pumping shall be done as necessary to maintain the liquid level between these markers. 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. Before wastes are introduced, the waste treatment lagoon shall be charged to 1/2 its treatment volume 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. I J 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 50.94 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 47.99 . This temporary storage less 25 yr and heavy rain contains 361928 cubic feet or 2707219 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation and recommended maximum application rate is shown in the waste utilization plan. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the ' lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and ' establish in vegetation. 7. Repair areas of the embankment that settle below the design settled height or areas where cracking, sloughing, or "jug" holes develop. i8. Repair waste inlet pipes that develop cracks or separate at the joints. ' 9. Remove undesirable vegetative growth and floating or lodged debris. 10. All surface runoff is to be diverted from the lagoon to stable outlets when not included as part of the design temporary storage. 11. After five years the waste treatment lagoon shall be checked for sludge accumulation annually. If -sludge has encroached into the 1 treatment volume, the sludge will be removed and applied at agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4 feet of depth free of sludge at all times. ' 12. In December 1992, the Environmental Management Commission (EMC) in North Carolina revised water quality regulations that address animal operations. These rules became effective on February 1, 1993 (15A NCAC 2H .0200). This animal operation shall be operated ' within the requirements of these rules and regulations_ 13. Pipes that are used for recycling effluent to use as flush water and irrigation intakes must be placed 18 inches below the surface and as far from the inlet discharge pipes as possible in order to provide a cleaner effluent for flushing and to reduce odors when irrigating on land. When these pipes are placed through the embankment, they should be installed no more than two feet below top of embankment and not in the highest section of fill. The pipe trench shall be compacted with clayey material or other material as approved by an engineer. ' TT�%,'s "kvv� uj:I( t-w\�Jo� 'burp Lwsoongs locw+td s,dL iamd 4 ( A COMMDN 'bIkt- • T04M li=►RkM CIAtA .%�l ,S 8901) AWMLA5 ' WO\- kw[ P mT: k 1��:id.µ� �l�gc►; u� +0 t KCL-,, Lw� 0gi4. T k's des.�tA sl c-=x--� d scR, 6t=-5 �k� LwS ooN Lw��l d �a�5 Q. loperator: CARROLL' S 17075B County: ROBESON Date: 03/13/97 Has the site evaluation been completed & approved: YES 11. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs ' 4400 head (finishing only) x 135 lbs. 594000 lbs 0 sows (farrow to wean) x 433 lbs. 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs. Describe other : 0 lbs Total Average Live Weig = 594000 lbs ,2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON I t.] 11 I u Volume = 594000 cubic ft (includes STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 149600.0 cubic feet TOTAL DESIGNED VOLUME 0 cu. ft. add. treat. vol.) Inside top length (feet) --------------------- 388. 0� �C= PaW Inside top width (feet)---------------------- 360.0 Car+SI-DER T`q%cTMrA Top of dike elevation (feet) ------------------- 53.38 09 TVM4AqA%LAA Cdq°"'R Bottom of lagoon elevation (feet) ------------ 40.34 SEE "ray -j)hSbU4"- Freeboard (feet)----------------------------- 1.00 eyj ESN Emergency spillway depth of flow(feet)------- 0.20 Side slopes (inside lagoon)------------------ 3.0 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 380.8 352.8 11.84 AREA OF TOP LENGTH * WIDTH = 380.8 352.8 AREA OF BOTTOM LENGTH * WIDTH = 309.8 281.8 134346 (AREA OF TOP) 87278 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 345.3 317.3 438202 (AREA OF MIDSECTION * 4) CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA, BOTTOMI * DEPTH/6 134346 438202 87278 1.97 Total Designed Volume Available = 1302057 CU. FT. 1.E35 vdw*yE x� CaReaCR - 47/5A Cu• FT. 1,z54,555 cal. F . 15. TEMPORARY STORAGE REQUIRED I ] DRAINAGE AREA: ' Lagoon (top of dike) ( Length * Width ) + Surface area of connecting waste facility 388.0 360.0 0.0 139680. 0 square feet Less Cogsieg 6,CLv5I7s„1 ( 5,►zc� 1 s+544.0 54.F►. Buildings (roof and lot water) or impervious area 0.0 square feet Describe this area. ti34,5ro.o TOTAL DA i 3466e . 9 square feet Design temporary storage period to be 180 days. S5A. Volume of waste produced - Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 594000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 1085040 gals. or 145058.8 cubic feet 15B. Volume of excess water Volume = 3982.4 gallons/day * 180 days storage/7.48 gallons ' Volume feet per CF = 95832.1 cubic 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days evaporation - 13.0 inches 180 days rainfall = 21.0 inches �48v �Z ' Volume = 21.0 in * DA / 12 in. per ft. = .2-44.44& cubic feet runoff Volume = 13.0 in * lagoon DA/12 in./ft =cubic feet evap. Volume = 1312Q cubic feet 14�1z3 in. 5D. Volume of 25 year 24 hour storm 7.0 Volume of "Heavy Rain" 7.0 in. Volume = 14.0 inches / 12 inches per foot * DA Volume = 16296e cubic feet 5E. Additional volume as follows: ' TOTAL REQUIRED TEMPORARY STORAGE 5A. 145059 cubic feet 5B. 95832 cubic feet 5C. EM,101 931:2 cubic feet ",+M3ER5 ►4kN* 4zWP-M460 5D. - iSb,981 1-6*96& cubic feet �� cn� ►� W3�ans �F SHE 5E. 0 cubic feet �6u� TOTAL 4$1,5854 cubic feet Ca�+uER. 6. SUMMARY Temporary storage period=—= =========_====> 180 days Rainfall during wettest period of storage===> 21.0 inches Evaporation during storage period===========> 13.0 inches 25 year - 24 hour rainfall=====�j=====___> 7.0 inches ' Heavy rain_==-- =-_=_--__=________________> 7.0 inches Freeboard===== --- -____ -- => 1.00 feet Side slopes=---=—_-----______=____________> 3.0 : 1 In top length==--�_ ____________________> 388.0 feet Inside top width==== ----------- 360.0 feet Emergency spillway elevation(if planned)====> 52.18 feet Top of dike elevation==—_ --------------- ___> 53.38 feet Bottom of lagoon elevation==================> 40.34 feet ' Top of sludge elevation=====================> 42.00 feet Total required volume=======================> 12465q cu. ft. * l,2310185 Actual design volume======================= => 5Y cu. ft. * 1,z54, 553 Seasonal high watertable elevation (SHWT)===> 47.40 feet Stop pumping elev.__________________________> 47.99 feet Must be > or = to the SHWT elev.==========> 47.40 feet Must be > or = to min. req. treatment 46.34 feet 1 min. Required treatment volume===-==========> 594000 cu. ft. -el.=> Volume at stop pumping elevation==---=----==> 'ems cu. ft. �o4,S84 Start pumping elev.________________________> 50.94 feet Must be at bottom of F.B. & 25 yr. rainfall & heavy rain ' Act. vol. less 25 yr. and heavy rainfall====> - 3 909 T cu. ft. ,a97, -co Volume at start pumping elevation===========> 1438828 cu. ft. 1,a97444 Required volume to be pumped_ _______________> 39401 cu. ft. * 33o,S9$ ' Actual volume planned to be pumped=====_____> 86192 r19n � n cu. ft. * �-� 348,807 Min. thickness of soil liner when required==> 1.8 feet - DESIGNED BY: /,� APPROVED BY: � -F /y E C� ) tt,��1, ,7. j DATE: `3113197 DATE: 3t 3�/q7 1 L� H 1 1 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner Carroll's Foods, Inc. Farm #7075B County Robeson Estimated Depth of Water to Top of Dam _ +6 _ Ft. Length of Flood Pool 1,000 Ft. Date of Field Hazard Investigation 2/6/97 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. Est. Elev. Est. Elev. Kind of iImprovements'=, of Breach Reach Length Width Slope Land Use improvements Above ` Floodwater Above Flood Plain Flood Plain Ft. Ft. % Farmland •, None N/A N/A 1 1,000 100 < 1 % 2 3 ' Describe potential for loss of life and damage to existing or probable future downstream improvements for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant darna a to buildings, agricultural land, or public roadways. The structure is approximately, 3�om a_tributary leading to Big Shoe Heel Creek and approximately 3,500 feet from SR 1107. Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) NRCS Dam Classification (I, Il, Ill, IV, V) ' By ✓ -r, M. Floyd Adams. P. 1 Date 3/31 /97 1 ' OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2 ------------------------------ L AGmr4 -11z 70-IS B This lagoon is designed for waste treatment (permanent storage) and ' 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 190 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also ' included is storage for the 25 yr - 24 hr storm for the location and a heavy rain factor. The volume of waste generated from a given number of animals -will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The heavy rain factor and 25 yr rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. The waste produced by the animals shall be utilized in accordance with ' an approved waste utilization plan. Highly visible markers shall be installed to mark the upper and lower elevations of the temporary storage (pumping volume). Pumping shall be done as necessary to ' maintain the -liquid level between these markers. Pumping can be started or stopped at any time between these two elevations for operating convenience as siteconditions 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. Before wastes are introduced, the waste treatment lagoon shall be charged to 1/2 its treatment volume to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the 'lagoon thereby reducing odors.. Solids should be ' covered with effluent at all times. when precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. ' 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. ' 3. -Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 50.94 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 47.99 . This temporary ' storage less 25 yr and heavy rain contains +6+92`8 cubic feet or 9 gallons. 3",eal 1 11 SHEET 2 OF 2 ' 4. The recommended maximum amount to apply per irrigation and recommended maximum application rate is shown in the waste utilization plan. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. ' 7. Repair areas of the embankment that settle below.the design settled height or areas where cracking, sloughing, or "jug" holes -develop. ' 8. Repair waste inlet pipes that develop cracks or separate.at the joints. 9. Remove undesirable vegetative growth and floating or lodged debris. ' 10. All surface runoff is to be diverted from the lagoon to stable outlets when not included as part of the design temporary storage. ' 11. After five years the waste treatment lagoon shall be checked for sludge accumulation annually. If sludge has encroached into the treatment volume, the sludge will be removed and applied at agronomic ' rates based on analysis of the sludge. Treatment volume must have a minimum of 4 feet of depth free of sludge at all times. 12. In December 1992, the Environmental Management Commission (EMC) ' in North Carolina revised water quality regulations.that address animal.operations. These rules became effective on February'l, 1993 (15A NCAC 2H .0200). This animal operation shall be operated within the requirements of these rules and regulations. ' 13. Pipes that are used for recycling effluent to use as flush water and irrigation intakes must be placed 18 inches below the surface and as far from the inlet discharge pipes as possible in order to provide a cleaner effluent for flushing and to reduce odors when irrigating on land. When these pipes are placed through the embankment, they should be installed no more than two feet below top of embankment and not in ' the highest section of fill. The pipe trench shall be compacted with clayey material or other material as approved by an engineer. I 1 I SHEET 1 OF 3 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- ' FOUNDATION PREPARATION: ' The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from ' the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. ' EXCAVATION AND EARTHFILL PLACEMENT: ----------------------------------- ' The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthf ill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer ' will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction equipment shall travel in a direction parallel to the main axis of the fill. Clayey soils shall be compacted with a 11sheepsfoot" ' or tamping roller. Compaction of the fill material shall be in accord- ance with the specified requirements for compaction and moisture. For the embankment, use the more impervious materials from the required excavations. Construction of fill heights shall include 5-percent for ' settlement. Dikes over 15 feet in height and with an impoundment capacity of 10.acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation ' from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. ' LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. ' When areas of unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with a NRCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. ' SHEET 2 OF 3 soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture ' content which relates to that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D698 Dry Unit Weight of the liner material unless otherwise specified. When smooth or hard, the previous lift shall be scarified and moistened as needed ' before placement of the next lift. The single most important factor affecting the overall compacted perme- 'ability of a clay liner, other than the type of clay used for the liner, is the efficient construction processing of the compacted liner. The sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whole placement and ' compaction process. For most clay soils, a tamping or sheepsfoot roller is the preferable type of compaction equipment. The soil liner shall be protected from the discharge of waste outlet ' pipes. This can be done by using some type of energy dissipator(rocks) or using flexible outlets on waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are ' included with this Construction Specification. CUTOFF TRENCH: ' -------------- A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. ' VEGETATION_ All exposed embankment and other bare constructed areas shall be seeded ' to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season ' dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. ' REMOVAL OFEXISTINGTILEDRAINS - - _ When specified, the contractor shall construct an observation trench ' along the entire length of the embankment to a minimum of five feet in depth. The trench shall have a bottom width adequate to accomodate the equipment used for excavation, backfill, and compaction operations 1 SHEET 3 OF 3 ' and the side slopes shall be 1:1 or flatter. When tile drains are encountered, the tile shall be removed to a minimum of 15 feet beyond ' the downstream embankment toe as measured perpendicular to the embankment. If a tile line exists above the embankment it shall be rerouted around the lagoon in an approved location. Backfilling and compaction in the trench shall be in accordance with the EXCAVATION ' AND EARTHFILL PLACEMENT requirements. BOTTOM AND EDGES --------------- The bottom of all lagoons shall be approximately level. The side slopes shall be uniform from toy to bottom. Scarify the bottom and side slopes of -the lagoon a minimum depth of six inches and compact with a "sheepsfoot" or tamping roller to decrease the permeability of the finished bottom and side slopes. ' QUALITY ASSURANCE During construction of the earth embankment, a qualified inspector ' as designated by the designer must be on site during construction as necessary to verify proper construction. Testing will be required as deemed necessary by the inspector and/or designer. ' During construction of a clay liner, a qualified construction inspector as designated by the designer must be on site during con- struction as necessary to verify the liner is installed in accordance with NRCS South National Technical Center (SNTC) Technical Note ' 716 (Revised September 1993). In the absence of supervision of construction by a qualified inspector, the liner must be tested to verify a maximum hydraulic conductivity of 0.000001.25 cm/sec. ' When testing is required, the owner will be responsible for furnish- ing test results and certification that the construction meets the design requirements. Any tests and certification should be ' performed by a certified laboratory. 11 ' SEEDING SPECIFICATIONS ---------------------- ' AREA TO BE SEEDED: 4.0 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30 ' FEBRUARY 1 TO MARCH 30 0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE ' (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE ' (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 ' 0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. 1 APPLY THE FOLLOWING: 4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) ' 8.0 TONS OF DOLOMITIC LIME TONS/ACRE) (2 ' 400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH ' SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING, 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 ' LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. 11 I ;."I - I ",`..�A . . , I � i�:� .4 -,,, , l"', I I I, .! , " ;-'? ., I. 1 ..��:'.. �, . � o�'.1'r,i. ! �4, I , t., I, �"�.,w ." .�, ; . 1 I ., I 0 I .4; . I I �� . I 1 � . I-, - I . �, .1 I '., '. , �N' I-, N, , ,,�, - ; v 'I � -, ,,, . " , : � .,. V I, ".. -1 E '. , 1 �, ..I,,' - I: . �: ", '-� l.: :,; : - ,,, V 'I , " I ,- - .. " ..r�',-,' %��, I.: ."'Ar. I'll" '�'.-,, , I 1'.1". .11 1, - " -, I. ., I '' "� i.- I , I, " !0.; .11_.� i � �, , -Zj141V'-) """",�', ""', , I � I I, j" - �, , .1 . . 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': , I .. , ` - C � ., �, , I '. �,� , I L .'!4�w - .: , I I-, I . .. . . I r, ,4 - IT .1. . " ! 'I 'j: ' ' I . . , !, -, -7 'i � ,�, - .. I 1, I . : ,�, . , , I . , I " .�, '.' � "' I. �Y � I .., - ,� `Q , �L. � -�' I .. - 1_17�, ��_ � - � . I I ____ _1-i!"_." . t�,,Il: . . , " ,� I I , 1, ': , t .,,�-,,, . , I/ �'��:;v �1.1: 1. " ',� 1 , � , ; I;" , � �� r. . __. I . , , � '. . A, -"� `�- , X. I i , , -,, 'r. , - IT.. � , - 1� . 1--l- - , I , . , __ ---, .. I I ..I -, .. , I � . q. � ... I :1 I i, � .1 � . ;. �.'. I I�, . -, . - I. , I I A ;114. , . . .1 I . ,v�'11 ; . "I I, 1�� I '. - I I� ;? 71 I � - Zr?,! IT ,,'- Y_ -,-. , �v � . i � . ., I . � ", 1 $� ��l I I- , . 1, I I; I 'I - 4 'I.. .� . ..� I I I I . , .- I$ f , . L'�! I'- '.:- 1, . '. I. , . - ! I ' � A � - I . . . : �--- I I � I r ': Y y Y . .. T, -t. t'.1 L ", � ��, I I r�,.,-- ,'�71 - T . I � , I I I " �, A _�' , L ' I T". .� . L11 _.�. � - , . . , , , � , - I I' . ., I , I �,` ,� I., ,: . , f, I . , , I j � I , � � I I, , � .. . ., i ��', . .. 1. : . . , "l., t I - . - ' - � " I 7 -, ? . : I I , . I . . , � V., � , IL . _ , , . I * I' ;,f " I � . '. . ; ., . . - _�: A I �� -, . � ., I - - . I , , I ". "I I : , ,� I ; - . _ ,&", I . . . . I , , , 11� � - % �,,: ., . . ". . : . 'i, . "I .. L��, R 4 . I . I 1 ;, i . , I � , . I , I , _ .1 , , ". . (I .1 � �,_ .. � I .1 , � - . I .-,:, _ " _. —1. �' I. � ii• � � � l� � � I� ;� � l♦ � TYPICAL CRC f, SECTION Single Stage Lagoon - Pit Recharge Design 06r-scr.I County, NC Swine Confinement Building Finished Floor l=tav, ' ' Sump Top Pad Elav, 53,01 8" Pipe Invert Elev, st , CAA 'c, Total Design Storage Elev. si, Invert Outlet Pipe Elev. So.94 Stop Pump Elev. j.,j Bottom Elev. . (' Yz�' = 6. 3 0 Support post Na' tural°Ground --' FT. -DESIGN MIN, CLAY LINER-THICKNESS;;j � .�,•'1,=i�,.., � areas of unsuitable material encountered during pnstruction ' -'.' of lagoon slopes and bottom will be excavated below grade (for, the minimum clay liner thickness), backlllled (wlth approved soil :.. ' ' .: material) & compacted (to clay liner construclion specifications • , .,'•, :''.: ! ' �' ' ? in design).....see soils investigation t • I' I:F.1�,.� ���tH.l'I lrf I.i • .4: r�, l .'i1.s1.✓'':' , ft. Settled Top Dam Add 5% Settleme Constructed Top L ME Core Trench' Remove overburden material and establish embankmenl/core on firm soil materfal....see soils Investigation NDiE'• FLGXz'3�s~ FLPa= 31�Aj.1. $C- ArtAc4i� E [F �uErli' R. Norton, NRC9 (2195) �� To Qr5e"Q(� fi 611Aw 79uqrACiZ TYPICAL PLAN FOR EMERGENCY SPILLWAY TOP OF DIKE ELEV. S 3.5 TOP OF SPILLWAY ELEV. 6?-tg 30' OUTSIDE TOE OF SLOPE ELEVATION VIEW NTS I LINER TYPE MAT UAL TO BE USED I -<- TO CONSTRUCT THE ENTURE DB:E I TBROUGH T -HS AREA i I I 10' to, OUTSIDE TOE OF SLOPE 1-(-� DUKE WIDTH PLAN VIEW NTS Construction Notes: Spillway to be installed where flow will be over natural ground. Where this is not possible, it shall be placed where the top of the dike is closest in elevation to natural ground. In this situation, liner type material shall be used for construction of the entire dike through the spillway width plus 10 feet on each side. Orientation: -48.0 60.0 49.6 49.0 48.6 48.0 47.5 47.0 Lower Left Z Magnification: 131.0 3D Mush Surface Existing Project: HAYNES STONE FARM Drawing: SITE 2, 8800 FEED -FIN Number: Location; Bid Date: Engineer: Owner: Estimator: Prepared bW: using Sitework Inclinations 20.0 au moan surrace Plat of all date for the surface: Existing Project: HAYNES STONE FARM Drawing: SITE 2, 6600 FEED -FIN Number: Location: Bid Onto: Engineer! Ownsr: Estimator: prepared by: using Sitework .5 Contour plot of Existing Project: HAYNES STONE FARM Drawing: SITE $, 8800 FEED -FIN Number; Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitswork i � � ♦'T•-'+ � '• " , `aa'e'a►a tic•°i�: ~� _ _ �{ I '�.���� �• _:?`=��:• sacs".._: �- � 1 148.0 jr AN Lower Left 30 Mesh Surface Balanced Project: HAYNES STONE FARM Drawing: SITE 2, 86( FEED -FIN Number: C �L Location: IJ Bid Data: Engineer: Owner: Estimator: Prepared by: using Sitswork 30 Mesh Surface 9"1 JWnkWl11"rcAP 3P% M sffl%k/lWl JMceMW. AP r Iterating to balancing within 10.0 cubic yards... delta Cut Fill CUT - FILL 0.00 64112.95 64113.02 -0.06 -0.00 68905.24 55676.66 13228.58 -0.00 68905.23 55676.71 13228.52 0.59 63645.24 64958.59 -1313.34 0.54 64113.57 64111.75 1.82 0.54 64112.96 64113.00 -0.04 Raise "Proposed" by 0.54 feet. New surface called "Balanced" has been created. Project: HAYNES STONE FARM Drawing: SITE 2, 8800 FEED -FIN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework ANI 1/'0lom F4� Ou c�'� F9VL 3-! 4 Al rr � r r � r � r r ■r it �r r� �r �r �r r �r mow■ bP4 Plot of all data for the surface: Balanced Project: HAYNES STONE FARM Drawing: SITE 8, 8800 FEED -FIN Number: Location: jl aid Data: Engineer: Owner: Estimator! Prapared hy: using Sitswork M M M M M e M M s M M r M M M M M M M Plot of the sloping lines for the surfaces Balanced Project: HAYNES STONE FARM Drawing: SIT 2, 8800 FEED -FIN Number: 4 Location:: Bid Onto: Engineer: Owner: Estimator: Praparad bW: using Sitswork Plot of the contour data for the surface: Balanced Project: HAYNES STONE FARM Drawing: SITE 2, 8888 FEED -FIN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework M M M M M Plot of all data for the surface: Balanced Project; HAYNES STONE FARM Drawing: SITE 2, 8800 FEED -FIN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bye: using Sitework � M M M M M M M s M M M M M M M *Go Plot of all data for th■ surface: Balanced Project: HAYNES STONE FARM Drawing: SITE 2, 8800 FEED -FIN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitswork rr r r r r r r rr rr r r r �r r r r■ r r r se a a Plat of all data for the surface: Balanced Project: HAYNES STONE FARM Drawing: SITE 2, BSeO FEED -FIN Number: Location: Bid Dmts: Engineer: Owner: Estimator: Prepmrad bu: using Sitswork w w w w w w w w ■w w ww �ww ww wiw w ww w w sa.se 53. ae %I as Plot of all data for the surface! Balanced Project: HAYNES STONE FARM Drawing: SITE 2, 8880 FEED -FIN Number: Location: Bid Data: Engineer! Owner. Estimator: Prepared bW: using Sitswork = M = = o = M s = = M' = = W = = = = Plot of all data for the surface: Balanced Project: HAYNES STONE FARM Drawing: SITE 2, 8800 FEED -FIN Number: Location: Bid Date: Engineer: owner: Estimator: Prepared by: using Sitewark Contour plot of Balanced Project: HAYNES STONE FARM Drawing: SITE 2, 8800 FEED -FIN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bU: using Sitswork r r r� r rr rr r i■r rr �■■ r� r ■r r ■� r r r� 0 : HAYNES STONE FARM: SITE 2, 8800 FEED -FIN: Balanced 13 MAR 97 11:16 AM Be. ee 64.00 62.00 60.00 48.00 46.80 44.00 42.00 40.08 Pro mad r' ................................. .......... ..................... ................................................................................................ ._............. ......,........................ .........,....................... ....................... ,......,........................ i Existing ; 1 t.......................................................... ...................... ...... ..................... .......... .........+.......................... .................... ...... ..,............................... ................................. .....T......................................................... ...- 1 I 7 I I y I I 1 1 $,JL cad 1•I i I I _ ---- ---- --- - -- - -- - - - - � _- _ _ y __ _ � _ -_- -.. I t ....................................................................................................... 1 1 I I I 1 .1 ..... ...... .... .. .. .. ....... .. .. .. . ... . .................... .. . I I _ . ... .. .. .. ......... . ................ ............. ................ . I .................................................................................................................................................................... ...... ............ ................ ... ------------------------------------- . ....................................... .......... ........ .............................................................................. ....... i I .................................................. ................................ ....................................... .................................... 38.00 (466.92,903.66) HAYNES STONE FARM: SITE 2, BB00 FEED -FIN (646.99> (988.16,636.03) 13 MAR 87 11:16 AM ww �w w w� w w■� a� �■r wf �w w w� w w w w w �w : HAYNES STONE FARM: SITE 9, 8600 FEED -FIN: Balanced 13 MAR 97 11:13 AM ss.ee 54.00 52.08 60.00 48.00 46.00 44.00 42.00 40.00 38.60 (262.66,333.95) C834.4T> (708.22,1034.33) : HAYNES STONE FARM: SITE 2, 6800 FEED -FIN 13 MAR 97 11:13 AM L 1 R EST1 NtaTE 5 P,1Z -7o7 S A �$ 5D. Volume of 25 year 24 hour storm 7.0 in'. Volume of "Heavy Rain" 7.0 in. Volume = 14.0 inches / 12 inches per foot * DA Volume = 172521 cubic feet ,5E, Additional volume as follows: TOTAL REQUIRED TEMPORARY STORAGE 5A. 145059 cubic feet 5B. 95832 cubic feet 5C. 98583 cubic feet 5D. 172521 cubic feet ' 5E. 0 cubic feet TOTAL 511995 cubic feet 6. SUMMARY Temporary storage period =-==============> 180 days Rainfall during wettest period of storage===> 21.0 inches Evaporation during storage period===========> 13.0 inches ' 25 year --24 hour rainfall__-_-`_____=______> Heavy rain = ___=____- 7.0 7.0 inches inches Freeboard- ---------_ _-> 1.00 feet Side slopes= =____-- --- 3.0 : 1 Inside top length=== 398.8 feet ' -=-__> Inside top width-- =_> 370.8 feet Emergency spillway elevation(if planned)====> 52.18 feet Top of dike elevation======__ --------------- > 53.38 feet Bottom of lagoon elevation==================> 38.54 feet Top of sludge elevation==== ================> 42.00 feet Total required volume---==- ================> 1255595 cu. ft. Actual design volume--- - ---=====---========> 1551080 cu. ft. Seasonal high watertable elevation (SHWT)===> 47.40 feet Stop pumping elev.==_________ ______________> 47.99 feet Must be > or = to the SHWT elev.==========> 47.40 feet Must be > or = to min_ req. treatment el.=> 44.54 feet ' Min. Required treatment volume==============> 594000 cu. ft. Volume at stop pumping elevation============> 669653 cu. ft. Start pumping elev.===______________________> 50.94 feet Must be at bottom 'of F.B. & 25 yr. rainfall & heavy rain Act. vol. less 25 yr. and heavy rainfall====> 1378560 cu. ft. Volume at start pumping elevation===========> 1377983 cu. ft. Required volume to be pumped=---= =========> 339474 cu. ft. Actual volume planned to be pumped==========> 384606 cu. ft. ' Min. thickness of soil liner when required==> 2.0 feet * ,7, DESIGNED BY: QA1.� APPROVED BY: DATE:31 13/97 DATE: TnP_-olL EST �,4�' / 3a, � . 25� �; Z7 c foCn7 ce.a•`-{�' ' �R5IC.H ,%L . W1 Ltrte2 M 1,S51,08o C-'44 I, 3o:.)o5'7 uA. ' 24900213C1,- 9223 r�u•��s 2 x 7o-1s A, I� WASTE UTILIZATION PLAN ---------------------- Owners name-- :CARROLL S # 7075 County:ROBESON Mail Address -:SR 1107 Type of production unit ---- :FEED -FIN ' Number of animal units-----: 8800 Type of waste facility -----:Anaerobic Lagoon Temporary storage period---: 180 days Method of application ------ :IRRIGATION ' Amount of animal waste produced-----------------: 16720 tons/year Amount of plant available N produced by animals-: 20240 lbs./year Commercial N to apply on planned acreage--------: 0 lbs./year Your animal waste utilization plan has been specifically developed for your swine operation. The plan is based on the ' soil types, crops.to be grown, and method of application for your particular operation. The waste must be land applied at a specified rate to -prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops 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 and annual soil tests I are encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates and leaching potential. Waste shall not be applied to ' land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or ' not more than 30 days prior to planting. Soil incorporation of waste will conserve nutrients and reduce odor problems. r] 1 Page 2 IThe acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less based on the waste analysis report for your waste management facility. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to ' No. No. Type Code /Acre /Unit Used Apply T34836 3 LY L N/A 50.00 65.0 3250 S-APRIL T34836 3 LY C 5.5 50.00 65.0 17875 MAR-OCT ----- ----- ----- ----- ----- ----- ----- ----- ------ Total 130.0 21125 Available Nitrogen (includes commercial) 20240 Surplus Or Deficit -885 ' Crop �codes: _Crop -unit A=Barley-bu. - I-Oats-bu. B=Bermudagrass(graze)-tons J=Rye-bu. C=Bermudagrass(hay)-tons K=Small grain(graze)-acre D=Corn(grain)-bu. L=Small grain(hay)-acre E=Corn(silage)-tons M=Sorghum(grain)-cwt. F=Cotton-lbs. lint W=Wheat-bu. G=Fescue(graze)-tons Y=Fescue(pasture)-tons H=Fescue(hay)-tons Z=Bermudagrass(pasture)--tons I 1 11 fl Page 3 If more commercial fertilizer is used than shown in this plan, then additional acres of land may be needed. A three to fifteen feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. Additional comments: -------------------- Prepared by: } O-11 Title: .Date: Concurred in by: AAY-" A Date: 3 -1 c{ , q Prod"u I understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. Date: Producer Technical Specialist:__ Date: (Copy to producer and copy to case file) 1 EXHIBIT A-t WASTE UTIL17ATION PLAN REQUIRM SPECIFICATIONS L 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 dischargc of waste which reaches surface water is prohibited. 2. Theo must be documemtation in the design folder that the producer either owns or has a notarized agreement for use of adequate land on which tD properly apply the waste. If the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of a notarized 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, climate conditions, and level of management, unless there are regulations that xestria the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner. 4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at more than 5 tons but less than 10 tons per acne per year providing grass filter strips are installed where runoff: leaves the field_ (Set FOTG Standard 393 Filter Strips) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there 'r is danger of drift from the irrigation field_ e 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 such that runoff does not occur ofisite 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 and flies. ' S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth that would The for salt damage from waste should also be considered prohibit growth. potential animal 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to ' take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages brealang 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 NRCS, NC NNE, 1996 1 EXHIBIT A-7 WASTE UTILIZATION PI AN 1 REQUIR» SPECIFICATIONS ' (continued) Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to suzfam water. This distance may be reduce for waters that are not pereruiial provided adequate vegetative filter strips are present (See Standard 393 - Filter Strips). 122 Animal waste shall not be applied closer than 100 feet from wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animals 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 it has been approved as a land applications site by a "technical speciaW. Animal waste applied on grassed waterways shall be at agronomic rates and 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 vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe rune etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and 1 other woody species, etc. are limited to area where considered appropriate. Lagoon area should be kept mowed and aceesszble. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18, If animal production at the facility is 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 anima] 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. AighIy visible permanent 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. Soil be made eve two ears and a liquid waste is be taken at least twice each year consistent with tests shall every y qm analysis y ' waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five years. 23. Dead animals will be disposed of in a manner that meets NC regulations. 1 tJ NRCS, NC JUKE, 1996 North Carolina Agricultural Extension Service ' Agri -Waste Management Biological and Agricultural Engineering North Carolina State University LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION ' OF LAND APPLICATION RATES James C_ Barker* I. SAMPLE COLLECTION ' A Semi -Solid Lot Manure i. Scraped directly from lot into spreader a) From loaded spreader, collect about 2 lbs of manure from different locations using nonmetallic collectors. ' ii. From Storage a} Collett about 2 lbs of manure from under the surface crust avoiding bedding materials and using nonmetallic collectors B. Liquid Manure Slurry i_ Under -slotted -floor pit ' a) Extend a '/2" nonmetallic conduit open on both ends into manure to pit floor. b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure that has entered lower end, remove and empty slurry into plastic bucket or nonmetallic container. c) Take subsamples from 5 or more locations or at least 1 quart. d) Mix and add about 3/, pint to nonmetallic sample container. ii. Exterior storage basin or tank a) Make sure manure has been well mixed with a liquid manure chopper -agitator pump or propeller agititor. b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader and place in a plastic bucket. Professor and Extension Specialist, Biological and Agricultural Engineering Department, North Carolina State University, Raleigh, NC U. SAMPLE PREPARATION AND TRANSFER A. Place sample into an expandable container that can be sealed Rinse residues from container with clean water but do not use disinfectants, soaps, or treat in any other way. B. Pack sample in ice, refrigerate, freeze, or transfer to lab quiddy. C. Hand -delivery is most reliable way of sample transfer. . D. If mailed, protect sample container with packing material such as newspaper, box or package with wrapping paper, and tape. I E. Commercial sample containers and mailers are also available, Contacts: 1. Aft. L Eastern Agricultural Lab, Inc. 3. Polyfaam Packers Corp. 7621 Whitepine Road 2320 S. Foster Avenue ' Richmond, VA 23237 Wheeling, IL 60090 Ph: (804) 743-9401 Ph: (312) 398-0110 ' 2. Fisher Scientific Co. 4. NASCO 3315 Winton Road 901 Janesville Avenue Raleigh, NC 27604 Fort Atkinson, WI 53538 ' Ph: (919) 876-2351 Ph: (414) 563-2446 F. Private analytical labs are available, but sample analyses are costly. G. The NCDA provides this service for North Carolina residents. i. Address: North Carolina Department of Agriculture ii. Agronomic Division Plant/Waste/Solution Advisory Section Blue Ridge Road Center P. O. Box 27647 ' Raleigh, NC 27611 Ph: (919)733-2655 Attn: Dr. Ray Campbell iii. Forward $4 along with the sample iv. Include the following identification information with sample: a) Livestock species (dairy, swine, turkey, etc.) ' b) Livestock usage (swine -nursery, finishing, turkey -breeders, brooderhouse, grower, number flocks grown on litter, etc_) ' c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge; broiler -house litter, stockpile) ' v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B } vi.. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb 1 . J I KEEP THIS WITH YOUR CERTIFICATION AND OTfER WASTE \� MANAGEMENT RECORDS ' Before the end of 1996, all Carroll's company farms and grower farms will have a new addition in their waste treatment lagoons a LIQIIID LEVEL INDICATOR. Though simple in design, this tool will go a long way in assisting all of us to better manage the ' liquid level in our lagoons. In order to complete the project this summer, Bruce Jones has ' been contracted by Carroll's Foods to install indicators on grower farms. Using survey equipment and a boat, Bruce will determine the lowest point on each dike and set the indicators at the correct elevation. The indicators will be located in the most visible area of the lagoon and close to the irrigation pump if possible. Each indicator will serve the following purposes: ' 1. SHOW THE MAXIMUM LIQIIID LEVEL (this is the top pipe and is located below the 1 foot freeboard and 25 year 24 hour storm). The newer indicators are painted red down to the maximum liquid level. If the liquid is in the RED, the farm is out of ' compliance. 2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot below the maximum level and 1 foot above the minimum or stop pumping level). Waste management operators are encouraged to utilize this level for pumping during the spring and summer ' months. This will allow extra storage for periods of wet weather or extremely heavy rains. 3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2 feet below the start pumping elevation for most lagoons. Irrigating below this level will reduce waste treatment and can result in odors and less breakdown of solids. It is strongly recommended that all farms be at this level when going into the winter months. a Like many other management tools, the liquid level indicator is no better than the person who uses it. If even one spill can be prevented, this effort will be worthwhile for the industry. MAXIMUM LIQUID LEVEL START PUMPING HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MA-NAGEMEN` MINIMUM LIQUID LEVEL STOP PUMPING M Swine Farm Waste Management Odor Control Checklist, Source Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production ❑ Vegetative or wooded buffers; ❑ Recommended best management practices; ❑ Good judgment and common sense Animal body surfaces • Dirty manure -covered animals ❑ Dry floors Floor surfaces • Wet manure -covered floors ❑ Slotted floors; ❑ Waterers located over slotted floors; ❑ Feeders at high end of solid floors; ❑ Scrape manure buildup from floors; ❑ Underfloor ventilation for drying Manure collection pits . Urine; ❑ Frequent manure removal by flush, pit recharge, • Partial microbial decomposition or scrape; ❑ Underfloor ventilation Ventilation exhaust fans • Volatile gases; ❑ Fan maintenance; Dust ❑ Efficient air movement Indoor surfaces • Dust ❑ Washdown between groups of animals; ❑ Feed additives; O Feeder covers; ❑ Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon ❑ Flush tank covers; liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation conveyance Pit recharge points 0 Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits liquid while pits are filling with anti -siphon vents Lift stations • Agitation during sump tank ❑ Sump tank covers filling and drawdown Outside drain collection • Agitation during wastewater ❑ Box covers or junction boxes conveyance AMOC - November 11, 1996, Page 3 r rrr _ rr rr it r lr r r rrr rr r�� � r ri ■� r r� Source Cause BMPs to Minimize Odar Site Specific Praclices End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions; .O Proper lagoon liquid capacity; Biological mixing; ❑ Correct lagoon startup procedures; • Agitation ❑ Minimum surface area -to -volume ratio; ❑ Minimum agitation when.pumping; O Mechanical aeration; 13 Proven biological additives irrigation sprinkler • High pressure agitation; ❑ . Irrigate on dry days with little or no wind; nozzles . Wind drift ❑ Minimum recommended operating pressure; ❑ Pump intake near lagoon liquid surface; ❑ Pump from second -stage lagoon Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading; surface . Mixing while filling; ❑ Tank covers; • Agitation when emptying ❑ Basin surface mats of solids; ❑ Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; C1 Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation when emptying ❑ Remove settled solids regularly Manure, slurry or sludge • Agitation when spreading; spreader outlets Volatile gas emissions Uncovered manure, Volatile gas emissions while slurry or sludge on field drying surfaces ❑ Soil injection of slurry/sludges; ❑ Wash residual manure from spreader after use; ❑ Proven biological additives or oxidants ❑ Soil injection of slurry/sludges ❑ Soil incorporation within 48 hrs.; ❑ Spread in thin uniform layers for rapid drying; ❑ Proven biological additives or oxidants Dead animals • Carcass decomposition ❑ Proper disposition of carcasses Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits; pits ❑ Proper location/construction of disposal pits Incinerators • Incomplete combustion ❑ Secundary stack burners AM -November 11, 1996, Page 4 Source Cause BMPs to Minimize.Odor 'Site Specific Practices Standing water around • improper drainage; 0 Grade and landscape such that water drains facilities . Microbial decomposition of away from facilities organic matter Manure tracked onto + Poorly maintained access roads 0 Farm access road maintenance public roads from farm access Additional Information : Available From : Swine Manure Management; 0200 Rule/SMP 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 NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PROW, 1995 Conference Proceedings Florida Cooperative Extension AMOC - November 11, 1996, Page 5 i M r = M M M e M= W = M W A M1111110 M Insect Control Checklist for Animal Operations Source Cause BIVI s. to Control Insects Site Specific Practices Liquid Systems Flush Gutters • Accumulation of solids ❑ Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. ' ❑ Remove bridging of accumulated solids at jr discharge Lagoons and Pits • Crusted Solids ❑ Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 -. 8 inches over more than 30% of surface. Excessive Vegetative • Decaying vegetation ❑ 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 ❑ Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of.decaying wastage. ❑ Clean up spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues ❑ Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products), ❑ Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. AM', November It, 1996, Page I �^ .r -� ... ■r � r r r r Derr r r r � � r� � r r ___ � � Source Cause BMPs to Control Insects. Site Specific Practices Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along and feed wastage fences and other locations where waste accumulates and disturbance by animals is minimal. D Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e., inspect for and remove or break up accumulated solids as needed). Dry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10 Systems day interval during summer; 15-30 day interval during winter) where manure is loaded for land application or disposal. O Provide for adequate drainage around manure stockpiles. CI Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North. Carolina State University, Raleigh, NC, 27695-7613. AMIC - November 11, 1996, Page 2 1 1; 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 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. ❑ 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) December 18, 1996 1 1 MAPS Il 11 1+,1 - 2 • 1>Sl iffi J� } •� u , i>i� ;•; ,� ILl JP - 1 � va LEO +o�rs� * �� lal "1l17 w,m � !:1 — ' + w u • Y>• 101 r %i lfuIMI` 4i LW n It 77 A Im +w uR Itll 1 J_ 1�. IW spty 0 % � if y ti ra 1St• --� �.. lg � w 1i1 L = an i l,Yt � � � � � � •1.•1 Ln • + � ma V � .. . Yr u J 14 - 'a� LPN Lin 1L1 7i 11r f� li f� 1ulL Jl'R i 1 �YL '.y �^•r u ,a y 'hi sua n O T is* S L•y . It !7i : ti3 nil ti q - r u, 1>a �11F � y �RL na im v 11w Il! s �n lm rs! F ux u� nn n 1i niL i r\ �! - ltQ F. T ; 4 un J W lw IaxUK a - J l 4S. nx LLAI 1TCAM- �. 73 u 1, AWA • ` llfl LM La 7 tf } 4 � ���. CARRo�'� FARM �'7o�s'�'• • _ ml./rr 1�A�ra ni W fit: N C a't'..1 = r � Y. 120�=. F3 $d 0 �bJ�'SVlt11![p � •3t+:. - - l.a.7" •1 i a/q ��. � ems_ / f ����, � -.. 1 `�` _i + % S fir �. J i _ _ + �_ \, T •l � ) tltu /:• r _ .�r:� % 1`� • — + //� r �` 1l `` ° ter._ '__ ` /' `� J ,� Mm 469. 33 ram• \ t 1 �... F l C'�! (1 yry ak A.J_ � 165 r—� I �� 1 -I l 91 1126 -Ilk- all ! ; r 160 O Mr=R CL05U a •� , L p rse p -_ a r 157 �. CARROLL'S FOODS, INC. 111A� WARSAW NC 28398 Project: G,,au�u_•�rr�sroK� -� o ni �. Drawing: �s -mAe MiW Qet{,u, Mtit(i uRK stb4� \ Location: s. rvtA.>!crckt oF,- 11 ea% Engineer 160 / �� ` - Owner: C APJZoLL� Q)-M Scale. Prepared B : At-p a h% t CARROLL'S FOODS, INC. WARSAW, NC 28398 [Prepared 03/13/97 TH1; 15:05 FAX 910 276 2590 l CARROLL- S FOODS CAFiROLL' S WARSAw (MOOS MRR 13 '97 02:03PM mm ZONE 31 SO ZONE ZONE X ��iuC�C�yy},J,C NEX Jrjcc.>ix`c•;.,,' are;} �.. - .•r^-`- Ja �i:c's'x� �-• C ?� me:µ N " 4- �` I '! r _`t FI}I A� r yvG,f:0, ffmj rI ZONE X �. U mcs.�'�' rya .. Robeson County �c_msaccc;, -=M Unincorporated Areas X�b.G? `��,'J0004;x G ;M• _ T� 370202 - f.N.M M]�oCJ•} � �"^^'"•.. - yam^-�^. 1CT, 1L am ...Y w� 4"K•T ! J ZONE X `«`4 CARROLL'S FOODS, INC. WARSAW NC 28398 Project: 'S Drawing: F z Location. �s Engineer: Owner:{�- Scale: Pre ared B : n JC -.� ^- .� r �;: 1 Y�- +` 1 z�r •� r ✓ ::'st .yes � � '� .l�. a :'� _F�•� ���'�,` y t�paL�� ,�.•_ .-�st*.i �f 'ill._�Sj wi' rr'`�' �1^•; 7 � �'� i+�' ,gyp y,� �y�t..��.... t :�';. •/ .y� '. �-w 7%tf� ti� ter_ .`�L,4z ��_ ^ _�I 7�'j!•ri!•'::L�A... Y t%aLiT� b � !+; S' � � .et'�-,r' '�' 7 ..3 •' ice'=. �Cti -�r�l �`f ''tom r r .•' . . f ''i �'! S '.r sue-. � �.�•�•.'Y� yam: :..•a ]. ,K AQ •!yi���=y � mid' '� *tea �� _ j L '•' � � • r'�''"�[��s1``;-.= �, a �'�t. - � .ate... ti;,i,�_ r��=:�•r _ �;. � -�'} � - *�• �=" �] le�'�!"', :�� +1�,�'+C�� �G'� s �tti ,±'rtt,�'-,`�i �_ '� � �•�. ll !ice. ri lz WA ka Mg "h y' Dedicated to Quality Pork and Poultry Production in Harmony with the Environment. Carroll's Foods, Inc- • P. 0. Box 856 • Warsaw, NC 28398 ,1 FAYEI i-V►LLE REG. 0I -rlio': 1SWINE FARM 1 DESIGN, CONSTRUCTION, OPERATION, AND MANAGEMENT PLAN ` FOR .. CARROLL' S FOOD' S, INC. rw= a FARM #7076 1 8800 Feeder - Finish ' March 31, 1997 1 1 ' I certify that this Plan has been prepared under my direct supervision and meets the applicable regulations of NRCS, DEM, and all other State and Local Regulations ' to the best of my knowkdgar�,J�elief. +a+0 %A CARO."", 6 .• ESSI ••• ��' �•• �► S r �3131 M. Floyd Adams, _ ; Date ' License No. 12273 % r •� q.. g r '1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CARROII'S FOODS, INC. P. O. Drawer 856 WARSAW, NORTH CAROLINA 28398 FACILITY DESIGN AND WASTE MANAGEMENT PLAN Farm CARROLL' S FARM # 7076 Name or Number 8800 FEEDER TO FINISH Farm Description Location SR 1107 AT SR 1131 ROBESON COUNTY NORTH CAROLINA Company Farm —X Contract Grower 1 II SWINE FARM DESIGN, CONSTRUCTION, OPERATION, AND MANAGEMENT PLAN ' CARROLL'S FARM #7076 8800 Feeder - Finish 1 TABLE OF CONTENTS ' Lagoon Design Check List Emergency Action Plan Construction Information Memorandum - Legal Requirements Owner Contractor Information Waste Management Facility Site Evaluation Soil Investigation ' Lagoon Design for #7076A Hazard Classification Data Sheet for Dams for #7076A Operation and Maintenance Plan for #7076A Lagoon Design for #707613 Hazard Classification Data Sheet for Dams for #707613 Operation and Maintenance Plan for #707613 ' Construction Specifications for Lagoons Seeding Specifications Plan for Lagoon ' Typical Cross -Section of Lagoon Typical Emergency Spillway Volume Calculations Waste Utilization Plan with Attachment B Waste Management Odor Control Checklist Insect Control Checklist Mortality Management Methods Maps A. Vicinity Map ' B. Topo Map C. SoiIs Map D. Flood Plain Map ' E. ASCS Map L i 171 CHECKED BY: M DATE: 3 j 3 t �g � LAGOON DESIGN CHECK LIST A� 1. Copy of 026 and maps if clearing involved. PA I, 3. 4. G ' 6. ✓ �G Dam safety - a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of dike. Adequacy of storage volumes - a. designed volume exceeds needs b. stop pumping volume exceeds treatment volume c. --__ _ 25 year storm volume exceeds volume at start pumping d. actual volume pumped exceeds required volume to be pumped e. all temporary storage stored above seasonal high water -table f. sludge volume included g. minimum 6 feet treatment volume depth Operation & Maintenance Plan (sheet) - a. begin and end pump -out elevations Location sketch - a. distances to nearest residence b. road numbers C. north arrow Hazard Classification Sheet (NC-ENG-34) - a. distance to nearest stream in event of dike failure b. distance to nearest public road in event of failure C. topo map showing lagoon location and information to support a&b Waste Utilization Plan a. show all tracts & field numbers, field acreage, crops b. signatures of producer & person preparing plan C. agreement sheet signed by adjoining landowner if needed - showing tract numbers, field numbers, acres, etc. d. ASCS maps of fields to be used for effluent disposal e. soil survey sheets showing all fields f, check suitability of soils for crops planned g, include attachment "B" on sampling procedure h. waste plan is included but prepared by other qualified specialist - this plan is not part of the engineer's review 1 1 1 1 1 8. Soil Investigation Sheet (SCS-ENG-538) ✓ a. are sufficient borings made for size and condition of lagoon b. borings 2.0' below designed bottomcof lagoon ✓ c. location & elevation of borings in relation to grid survey d_ seasonal high watertable 9. Seeding specifications included (lagoon dike and other exposed areas around buildings) 10. Construction Specifications (sheet included) ✓ a. need for cut-off trench addressed ✓ b. need for sealing or lining with impervious material addressed and anticipated locations of such area identified ✓ C. protection of liner during initial filling and near flush pipes addressed 11. Grid Sheet (original or ledgable copy) a_ gridded area large enough to include embankment slopes and surface water diversions ✓ b. location & dimensions of lagoon & buildings shown (lagoon inside top measurements shown and lagoon corners identified by grid stations) c_ surface water removal (pipes, outlets, etc) shown ✓ d. soil borings location show e. TBM location & elevation shown AVg f. existing utilities located (if applicable) g. emergency spillway shown (if applicable) 12. Typical cross-section included ✓ a. dike elevation & top width shown b. lagoon bottom elevation shown C. side slopes shown d. effluent outlet pipe invert elevation shown e. effluent outlet pipe shown to discharge below water surface e. building pads - elevation & grade shown f. cut-off trench shown - if required g. liner shown - if required 13. Volume Computations a. excavation b. dike fill C. pad fill 14. Summary Sheet a. design requirements - Sm. �,4;obri QQVr s b. excavation volume +� C. fill volumes �. d. cut -fill ratio ✓ 15. Location of subsurface drainage (if present) AN 1 1 1 1 1 1 1 1 1 1 1 1 , 1 ►3�A 16. Presence of utilities addressed I7. Observation of cultural resources statement included ✓ 18. Operation is outside of jurisdictional limits of municipalities 3 EMERGENCY ACTION PLAN PHONE NUMBERS DWQ q1D 4& —1541 EMERGENCY MANAGEMENT SYSTEM SWCD _ 9/p -73y-s4�6 NRCS 9 - S47B ' This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off site. You should not wait until wastes reach surface waters or leave your. property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow -possible solutions are: r_ a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B: Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. EvaIuate the application rates for the fields where runoff occurred. C: Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge: d. Repair all leaks prior to restarting pumps. ' D: Leakage from flush systems, houses, solid separators -action include: a. Stop recycle pump. ' b. Stop irrigation pump. c. Make sure no siphon occurs. d_ Stop all flows in the house, flush systems, or solid separators. I December 18, 1996 I e. Repair all leaks prior to restarting pumps. ti. 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 away from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and 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? L 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 DWQ (Division of Water Quality) regional office; Phone - After hours, emergency number: 919-733-3942. 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, 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 Phone number - c. Instruct EMS to contact local Health Department. d_ Contact CES, phone number - - , local SWCD office phone number and local NRCS office for advice/technicaI assistance phone number - - 4: If none of the above works call 911 or the Sheriff's 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 problem to minimize off -site damage. ' a_ Contractors Name:— b. Contractors Address: , c. Contractors Phone:_ �J 2 December 18, 1996 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6: Contact the technical specialist who certified the Iagoon (MRCS, Consulting Engineer, etc.) a. Name: gem, �:-Lal o p�gM�? g . b. Phone: Ste • -29c.- At M n 7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 3 December 18, 1996 1 CARROLL'S FOODS, INC. P. 0. Drawer 856 WARSAW, NORTH CAROLINA 28398 IMPORTANT INFORMATION ABOUT LAGOON CONSTRUCTION LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION) EXCAVATION FILL (pad & dike) TOP SOIL (minimum 3" thick) CLAY LINER (represents a complete liner) 60524--- cubic yards 60524--- cubic yards 833--- cubic yards 18541--- cubic yards Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam. Clay content, thickness and compaction of liners (if required) are very important. If the certifying technical specialist is unable to approve the liner with normal field techniques, an independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for additional information). If an independent engineering analysis is required, this expense will be the responsibility of the owner/grower. Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded according to specifications before the system can be certified and stocked with animals. (Consult with your NRCS Conservationist regarding mulching) li n 10 MEMORANDUM TO: All Growers FROM: Don Butler, Real Estate Manager 136ward Hobson, Resource Conservationist RE: Legal requirements for swine growers in North Carolina and how they relate to you The facility design and waste management plan attached is of the utmost importance to you and to Carroll's. This plan must be approved by a designated technical specialist or Professional Engineer prior to construction -start. The lagoon must be constructed exactly as designed unless changes are approved by the original designer. The approved plan needs to become a part of your permanent records and must be readily available for review if and when your farm is inspected by state regulatory personnel. When earthwork and lagoon construction is complete and the top of the dike and outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final inspection by a designated technical specialist in order for your farm to be certified ready to stock animals. At the time of final construction approval, the owner and the person certifying design, construction, and irrigation plans must sign a document called "Animal Waste Management Plan Certification". This document must be sent to the Department of Environmental Health and Natural Resources in Raleigh. Copies of the signed document should be kept in your permanent tile, one copy goes to your local Soil and Water Conservation District office for their file, and a copy must be presented to Carroll's Foods before any animals can be placed on your farm. The owner is responsible for the Certification being completed and sent to the appropriate places. Remember, NO CERTIFICATION -- NO ANIMALS. If you have any questions about the above information, please contact one of us by calling 910-293-3434, extension 246. 1,4 ATTENTION OWNER AND EARTH MOVING CONTRACTOR PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE ' MANAGEMENT PLAN. This design has been prepared in accordance with USDA- Natural Resources Conservation Service standards and properly installed, will allow certification and stocking of animals. The following. items should be discussed PRIOR to entering into a contract: 1. This design is in compliance with state and federal laws. AM changes in design may ' result in non-compliance and failure to be eligible for certification. No animals can be stocked until the lagoon construction is approved and certified to the Division of Environmental Management (DEM). If a Dam Safety Permit is also required by the ' State, then no water or animal waste may be impounded in the lagoon until the lagoon and dike construction are approved by the North Carolina Department of Environment, Health and Natural Resources, Division of Land Resources (DLR). 2. This design has taken into account data including soils, topography, .� P° hY, wetlands, streams, dwellings, wind direction, and owners concerns. 3. The volume shown represents excavation and fill in the lagoon and ad area. It does P g P NOT account for cut/fill for liners, roads, borrow areas, drainage or other related construction activities unless specifically covered in the design. 4. Typically, the excavation volume represents the bulk of earthwork and is used for ' price negotiations. All earth work beyond this amount will be worked out between the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR GROWERS. S. It is the desire of Carroll's Foods that the contractor receives a fair price for earth ' work and the land owner receives a properly constructed lagoon and pad that will meet design requirements. ' 6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES. CARROLUS FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION ' FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY CONTRACTOR OR ANYONE OTHER THAN CARROLUS PERSONNEL. 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 WAS H ` AGVrMNT FAC11= 5M EVALUATION G7.N'ER.1L O FORIN ATION VAM£ A u't7 PnOAS TEt.xONE 910 -193 -3434 MIt", M Ms, 1 IVT M 191"M—M SM OPTION 1- a a O p READ F ggb LOCATION DATA ��^^ 1509 DLSTANCE aM RFSIDENC . N[OT OWNED 8Y PRODU= FLG04tC-AI*tL Th1W am DISTANCM FROM �� FUBLTC : ACMrry (� � «� F {&$L*Ai F-Q T14\Au 1 bq IS SSE WITtIIN 100-YEAR FLOOD PL W? YES _ NO If yes, MRCS cannot provide assistants LS SUE AT LF.ASi' 100 FG FROM A "BLL%- LL iE- PER_V%r. iL4.L STR1SQUIP YES NO If no, site must be relocated IS S= vflr i 1 Mess ZONLYG RMMDICIiON OF AMUMCLPAUM YFS _ . o If Yes, landowner should consult with bxal inning board about rrgnired Permits. Permits must be obmiaed prior to design approval. ARE Tj7Mr iE4 LY CONSTRUCTION AREA7 YES _ NO ]ryes, sex Part S(13 of the National Engineering Mannal and follow policy. (Copies of maps or other reference materials may be attached to site WILL SrIE INVOLVE ci EARWO WOODLAND OIL ANY NON-L's'tOR UM)? YES, NO Irves, producer mast complete Form MRCS-CP - 38 (Request for Certified Wedand DetermiaatiomMeiineatian)L WILL AciION RFSLZT RN swA.%eStz TiNG7 YES , NO IF WEMANDS ARE LlVOLVED. IT is THE RREMNSLBM= OF THE PRODUCERTO CONTACT TEE Las ARmY CORP OF E fG24EEMSANDTEEDfVMIONOFM4VMONmmgrALmMAGczVvTrTODE-,zAMn4zIFt?ERmiTsAREREQLMLM IF'ETLANDS ARE LVVOLVED, THE PRODUC RSHOLM NOT CLEAR ANY LAND U TM A V&- .S.ND DE724EAMON IS MADE NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland inclusions Iess than one acre in size, MRCS will Provide assistance only if the fnacrions and r=lues lost are ful v mitigated For natural wetlands er=ter than one sat in size, MRCS will provide assistance only after a rigorous sequencing process to include avoid=ce. minimization of impacts, and compensamry mitigation is nrried out in that order ofyrefereace. ODOR CONTROL HUS ODOR CONTROL. Bit DISCLWED WITH PRODUCE: • PREDCVILv.LYT WND DIRECTION? YFS NO • PR£CF-I RG:NG LAGOON Wrlii FRESH WATr`3. TO AT LE.aST II'= YES NO T OF THE CA?AC, i y7 / • USElG C1Q00 SOC-ND !L'DGME` T NZ L-LUD APPLICATiO;7 YFS OF W.a5;c7 �— Loccl reps. red.,:re �e��Qw w�ere rer;dtK�s err closer+., z,64o�. i,.► a�a�rrs.�;c�,, w;��, 1oCal d �t:c:a�5 , .r lac�l .5. ligve been Wa.�ed arti+;s 5AP'. 7:e CC✓1CL�r+�:n3 Odor Co-Aeclk. r- 114 S14 1 1 I( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 `> L: O'C�R F.` mo,- JwaZ fAcrORS ✓ LS EYDAIYG�'RED A.YI3uOR i2`.YF.� SPYC:FS IiABTPaT PR.SC4Yr? YES NO IS A DESIGi !an. r� Y.�.►Z'Rd[. S�rYiC .�lR�� 1NC'..CfDED L�f ii$ PLAN: �i.�iG aRc i OR WELL. . ?T_Q;N= ACMO; iS BAP AG7 ON AN AMA=- fr W,%7X tAL SCZ-47C APME 37 YES No rS AN ARJ=-L EOLOGiCAL ORES&ORICAL SnE LOCA= 04 TEE'J NNED AP—EA7 YES _ Yes arm TiI1wZ.r FRIG. UMQUIy r►ATZ ag Locu3.Y U eORTa.�rr FA 22tia ms 0r - rff-- YES : NO OPE?_ATLYG LINM ✓ WELL Tt E ACTION RESULT IN SODBUSTING? YF.S — NO — If the answer to any of the above is yes, MRCS wM ant provide techWcsi stssisUnce unless zzencv Doiicv Is followed. WASTE NIANAGEME,vr DOES PRODL;CER OWN ?=vOL+'GH LAND TO PROPERLY LAND APPLY ALL WAS ZZ Yr�T ✓ NO INCLUrDING SLUDGE, AI.TdOUGH SLiMGE MAY ONLY BE ,APPLIED F.ZEF.EQUENTLY? IF NO, DOES ?RODUCMHAVE ACC=TO MOPE LAVD? YES _ NO IF LAND IS NOT OWNED SY PRO=ZP, CAN PRODUaM GUr ACrR L-4T O, Y LAND YES — NO ON WHICH TO APPLY WASTE? (A=acit. Wstiste IItflj=tioa pica to site evaluation.), SOIL UWES►IGATTON -VALID ONLY IF SOIi, IIW$.SMGAnOLq SHEET AZTACBED IS SOIL SUITABLE FOR LAGOON? YEs ✓ NO IS A LIlv_3 REQi7IR:,4 1' A Ri : M 1 YES je, NO — TYPE OF L ZIER TO BE USFI): CLAY BvfM: 11T SYV . n"iiC IF CLAY LiNU is TO BE LmmID Is surrAl� CLAY AvArr s w c ON SUB? ICES V/ DLO _ IF CLAY IS NOT AVAILABLE ON SrM DOES LANDOWNER HAVE YES _ NO — ACCESS TO CLAY? IS A COKE Ai ..NCH IEQUIILED7 YES w-, :40 — (Attach satT iavesdfgstioa sheet to site evaluation.) IS SL'BSLWACS DRAIN TILE P_RESEM T S ✓ YO (if yes, the must be removed or plugged) SITE APPROVED Y£S NO CONDULIONAL THIS SIT LYV£STIG.ATION IS VALE FORTWELVE MONTHS FROMTHE DATES SHOWN BMCW_ FF CONSTZU=0N HAS NOT 3----N STARM WrrBIN TWELVE MONL THS. ANEW Stir. ZiV S ICA ION WILL BE UO-Q , a sIG:1aT URE DaT'z CL - - Y Changes is the local or state law or chaag= is the standard cauld =wire a new site iavcsdgauan. �' SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE 0rower's Name _ C &g;ay,T .� s - COS` ! E�a�F.Sa •� c ". Date _ 2 { Co.( 2j _ State SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE MADE �= 1`orya rciR I-,oCA-i�:a,q or 5oi,- GS 1 Depth 4 .a. do, Ft. I31°° 2Qo 3 34 4 5 0-1 5m I 5 SC I-Z 5C Ll sC ! ' -2-3 5 C �le 3-4 ' 4-5 SC 5 G 5-b 5 � 6-7 ,,, in se 7-8 5 of 8-9 5P 5 tP s .n.srfr o`er 9-10 10-11 11-12 :. 12-13 4T.G -r/ 47-z * SHWt (Seasonal High Water Table) ' Signature & Title i T Ec 4e 47.7 •&:" Number 6 17 8- Date 10 t: I r TYPES OF MATERIAL ENCOUNTERED IN BORING UNIFIED CLASSIFICATION GW Well graded gravels; gravel, sand mix SC Clayey sands; sand -clay mixtures GP Poorly graded gravels ML , r Silts, silty, very sands; sandy or clayey silt GM Silty gravels; gravel -sand -gilt mix CL Clays of low to medium plasticity GC Clayey gravels; gravel -sand -clay mix CH Inorganic clays of high plasticity SW Well graded sands; sand gravel mix MH Elastic silts SP Poorly graded sands OL Organic silts and silty clays, low plasticity SM Silty Sands OH Organic clays, medium to high plasticity 1. Suitable material for liner is available Yes ✓ No Remarks: tit T1Z A c � a Q 51�ov, t.v u s E 'h qrl! t�iF�. FFd w, 1 ice, � lea �� t< f+►�Q . THtS 4,gEA 5c�r,w3 13E37 MgT�f�iAr~ _ 2- Explain hazards requiring special attention in design (seepage, spring, rock, etc.) 3. General Rernarks: The soil borings for this investigation represent only that particular confined area. If during construction, different materials are encountered, necessary modifications will be made in design. At the time of certifi- cation, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes, compaction, capacity and other requirements. Depth Boring Number Ft, 11 12 13 14 15 16 17 18 19 20 0-1 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 -10 10-11 11-12 i2-13 cif T"TS f-ARM Wzu. EMPLal Tkio i.AC-4dr .% L.ACAiEp SIpa %3Y STCP. Ar o SEPARATED By A CGMrtiari t7YKG. Fae-3 CA?AcxcY IS 8800 N4U1%ALS wztw LiALF or-- 711E To eAeN► LAGsaN. TsAvs 9GSZGN p%3c%jSGs L.4Go �t L•A9eLE o -To7 (o N . LkGOOW OESIGN Operator:CARROLL'S 17076A County: ROBESON Date: 03/20/97 Has the site evaluation been completed & approved: YES t1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. 4400 head (finishing only) x 135 lbs. 0 lbs 594000 lbs 0 sows (farrow to wean) x 433 lbs. _ 0 lbs 0 head (wean to feeder) x 30 lbs. - 0 lbs I� Describe other 0 lbs Total Average Live Weig -- 594000 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume 594000 cubic ft (includes 0 cu. ft. add. treat. vol.) 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 149600.0 cubic feet 4. TOTAL -DESIGNED VOLUME Inside top length (feet)--------------------- 390.0 Inside top width (feet)---------------------- 360.0 Top of dike elevation (feet) ------------------ 53.70 Bottom of lagoon elevation 40.66 -(feet)___-----_--_ Freeboard (feet)- 1.00 Emergency spillway depth of flow(feet)------- 0.20 Side slopes ( inside lagoon) -------------------- 3.0 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 382.8 352.8 11.84 AREA OF TOP LENGTH * WIDTH = 382.8 352.8 135052 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = ' 311.8 281.8 87841 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 347.3 317.3 440740 (AREA OF MIDSECTION * 4) Cu. FT. = KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 ' 135052 440740 87841 1.97 Total Designed Volume Available = 1309570 CU. FT. 1 L 11 5. TEMPORARY STORAGE REQUIRED n 1 I 5A. I 5B I 1 11 I F 1 DRAINAGE AREA: Lagoon (top of dike) ( Length * Width ) + Surface area of connecting waste facility 390.0 360.0 0.0 140400.0 square feet Buildings (roof and lot water) or impervious area 0.0 square feet Describe this area. TOTAL DA 140400.0 square feet Design temporary storage period to be 180 days. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 594000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 1085040 gals. or 145058.8 cubic feet Volume of excess water Volume = 3982.4 gallons/day * 180 days storage/7.48 gallons per CF Volume = 95832.1 cubic feet Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days evaporation - 13.0 inches 180 days rainfall -- 21.0 inches Volume = 21.0 in * DA / 12 in. per ft. = 245700 cubic feet runoff Volume = 13.0 in * lagoon DA/12 in./ft = 152100 cubic feet evap. Volume = 93600 cubic feet L 11 1 5D. Volume of 25 year 24 hour storm 7.0 in. Volume of "Heavy Rain" 7.0 in. Volume = 14.0 inches / 12 inches per foot * DA Volume = 163800 cubic feet 5E. Additional volume as follows: TOTAL REQUIRED TEMPORARY STORAGE 5A. 5B. 145059 95832 cubic cubic feet feet 5C. 93600 cubic feet 5D.__ 163800 cubic feet 5E. - 0 cubic feet TOTAL 498291 cubic feet 6. SUMMARY Temporary storage period =---------------- ===> 180 days Rainfall during wettest period of storage===> 21.0 inches Evaporation during storage period==�--===> 13.0 inches 25-year - 24 hour rainfall================> 7.0 inches ' Heavy rain --_- 7.0 inches __________________--> Freeboard =_> 1.00 feet Side slopes-- ___ 3.0 : 1 -- Inside top length -----------==========> 390.0 feet Inside top width= -- __> 360.0 feet Emergency spillway elevation(if planned)====> 52.50 feet Top of dike elevation -==__--------------- > 53.70 feet Bottom of lagoon elevation============__=_> 40.66 feet Top of sludge elevation=====================> 42.31 feet Total required volume--- ------- 1241891 cu. ft. Actual design volume=============_=====__> 1309570 cu. ft. Seasonal high watertable elevation (SHWT)===> 47.70 feet Stop pumping 48.55 feet Must be > or = to the SHWT elev.==========> 47.70 feet ' Must be > or = to min. req. treatment el.=> Min. Required treatment volume==============> 46.66 594000 feet cu. ft. Volume at stop pumping elevation ===========> 659967 cu. ft. Start pumping 51.26 feet Must be at bottom of F.B. & 25 yr. rainfall & heavy rain Act. vol. less 25 yr. and heavy rainfall====> 1145770 cu. ft. Volume at start pumping elevation===========> 1145476 cu. ft. Required volume to be pumped================> 334491 cu. ft. Actual volume planned to be pumped==========> 335669 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED APPROVED BY: /s% -rrC k .4. C c%L 5peco C,Sf DATE: 3(ZaJg7 DATE: 1 1 1 1 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner Carroll's Foods, Inc. Farm #7076A County Robeson Estimated Depth of Water to Top of Dam +5 Ft. Length of Flood Pool 1,000 Ft. IDate of Field Hazard Investigation 2/6/97 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. I 1 Est. Elev. Est. Elev. Kind of ?Improvements; of Breach Reach Length ; Width Slope Land Use Improvements Above Floodwater Above Flood Plain Flood Plain Ft. Ft. % Farmland = None NIA N/A 1 1,000 100 < 1 % 2 3 ' Describe potential for loss of life and damage to existing or probable future downstream improvements for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant damage to buildings, agricultural land or public roadwils. The structure is approximately 120 feet from ' a canal leading to Big Shoe Heel Creek and Lipproximately 5,750 feet from SR 1107. 1 1 I fl Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) NRCS Dam Classification (I, II, 111, IV, V) V By cx,�_., M. Floyd Adams, Y.E. Date 3/31/97 1 SHEET 1 OF 2 . OPERATION -AND MAINTENANCE -PLAN 1-.AGoaN 10� Co A ' This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 yr - 24 hr storm for the location and a heavy rain factor. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The heavy rain factor and 25 yr rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. The waste produced by the animals shall be utilized in accordance with an approved waste utilization plan. Highly visible markers shall be installed to mark the -upper and lower elevations of the temporary storage (pumping volume). Pumping shall be done as necessary to maintain the liquid level between these markers. 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. Before wastes are introduced, the waste treatment lagoon shall be charged to 1/2 its treatment volume to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 51.26 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 48.55 . This temporary storage less 25 yr and heavy rain contains 335669 cubic feet or 2510802 gallons. 1 1 1. 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation and recommended maximum application rate is shown in the waste utilization plan. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. Repair areas of the embankment that settle below the design settled height or areas where cracking, sloughing, or "jug" holes develop. 8. Repair waste inlet pipes that develop cracks or separate at the joints. 9. Remove undesirable vegetative growth and floating or lodged debris. 10. All surface runoff is to be diverted from the lagoon to stable outlets when not included as part of the design temporary storage. 11. After five }ears the waste treatment lagoon shall be checked for sludge accumulation annually. If sludge has encroached into the treatment volume, the sludge will be removed and applied at agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4 feet of depth free of sludge at all times. 12. In December 1992, the Environmental Management Commission (EMC) in North Carolina revised water quality regulations that address animal operations. These rules became effective on February 1, 1993 (15A NCAC 2H .0200). This animal operation shall be operated within the requirements of these rules and regulations. 13. Pipes that are used for recycling effluent to use as flush water and irrigation intakes must be placed 18 inches below the surface and as far from the inlet discharge pipes as possible in order to provide a cleaner effluent for flushing and to reduce odors when irrigating on land. When these pipes are placed through the embankment, they should be installed no more than two feet below top of embankment and not in the highest section of fill. The pipe trench shall be compacted with clayey material or other material as approved by an engineer. s,=-,AkA�d A CC0v,1,M'DN d�kiE , ED�v1[ ��Wt c��tA�:�•[ *s Ss'oD �Jr� `�1 � sL ,` 5 c` ik� N g c t jjcl k A to ��a S �L 1��� 8�'S �Sm �yl •C. 1 n� �1�S cA, S Tvv � � oom 5 ,sV\ 1 � �'l V� lt: ' Operator:CARROLL'S �v") 6 B LAGOON ROBESON 0LsiG\1 03/20/97 7076B County: Date: Has 1. the site evaluation AVERAGE LIVE WEIGHT been completed & (ALW) approved: YES 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs ' *4400 head (finishing only) x 135 lbs. 594000 lbs _ 0 sows (farrow to wean) x 433 lbs. 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other : 0 lbs Total Average Live Weig = 594000 lbs 12. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 594000 cubic ft (includes 0 cu. ft. add. treat. vol.) 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION ' Volume = 149600.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet)---------------------- 390.0 Inside top width (feet)---------------------- 360.0 Top of dike elevation (feet)----------------- 53.70 Bottom of lagoon, elevation 40.66 I -(feet)------------ Freeboard (feet) - 1.00 Emergency spillway depth of flow(feet)-------- 0.20 Side slopes (inside lagoon)------------------- 3.0 : Total design volume using prismoidal formula 1 SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH ' 3.0 3.0 3.0 3.0 382.8 352.8 11.84 AREA OF TOP LENGTH * WIDTH = 382.8 352.8 135052 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 311.8 281.8 87841 (AREA OF BOTTOM) ' AREA OF MIDSECTION LENGTH * WIDTH * 4 347.3 317.3 440740 (AREA OF MIDSECTION * 4) CU. FT. = A.AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 ' 135052 440740 87841 1.97 Total Designed Volume Available = 1309570 CU. FT. 1 1 15. TEMPORARY STORAGE REQUIRED ! DRAINAGE AREA: Lagoon (top of dike) ' ( Length * width ) + Surface area of connecting waste facility 390.0 360.0 0.0 140400.0 square feet IBuildings (roof and lot water) or impervious area 0.0 square feet Describe this area. TOTAL DA 140400.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 594000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 1085040 gals. or 145058.8 cubic feet _ ' 5B. Volume of excess water Volume = 3982.4 gallons/day * 180 days storage/7.48 gallons 1 per CF Volume = 95832.1 cubic feet 5C. Volume of rainfall in excess of evaporation ' Use period of time when rainfall exceeds evaporation by largest amount. 180 days evaporation = 13.0 inches ' 180 days rainfall = 21.0 inches Volume = 21.0 in * DA / 12 in. per ft. = 245700 cubic feet runoff Volume = 13.0 in * lagoon DA/12 in./ft = 152100 cubic feet evap. Volume = 93600 cubic feet 1 1 5D. Volume of 25 year 24 hour storm 7.0 in. Volume of "Heavy Rain" 7.0 in. Volume = 14.0 inches / 12 inches per foot * DA Volume = 163800 cubic feet 5E. Additional volume as follows: TOTAL REQUIRED TEMPORARY STORAGE 5A. 145059 cubic feet 1 5B. 95832 cubic feet 5C. 93600 cubic feet 5D.__ 163800 cubic feet 5E. 0 cubic feet ' TOTAL 498291 cubic feet 6. SUMMARY Temporary storage period====================> 180 days Rainfall during wettest period of storage==> 21.0 inches Evaporation during storage period===========> 13.0 inches ' 25 year - 24 hour rainfall==================> Heavy rain- 7.0 7.0 inches inches -__ ____`_`_________________-> Freeboard => 1.00 feet Side slopes===____________________________> 3.0 : 1 Inside top length___________________________> 390.0 feet ' Inside top width______________________=____> 360.0 feet Emergency spillway elevation(if planned)===--> 52.50 feet Top of dike elevation________ --------------- > 53.70 feet Bottom of lagoon elevation============_==== _> 40.66 feet Top of sludge elevation=====================> 42.31 feet Total required volume=======================> 1241891 cu. ft. Actual design volume========================> 1309570 cu. ft. I Seasonal high watertable elevation (SHWT)===-> 47.70 feet Stop pumping 48.55 feet Must be > or = to the SHWT elev.==========> 47.70 feet ' Must be > or = to min. req. treatmentel.=> Min. Required treatment volume=====_ =======> 46.66 594000 feet cu. ft.' Volume at stop pumping elevation- ==> 659967 cu. ft . Start pumping elev.===_____________________=> 51.26 feet Must be at bottom of F.B. & 25 yr. rainfall & heavy rain Act. vol. less 25 yr. and heaver rainfall====> 1145770 cu. ft. Volume at start pumping elevation===========> 1145476 cu. ft. Required volume to be pumped==---_--` ___=====> 334491 cu. ft. Actual volume planned to be pumped==========> 335669 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: -� APPROVED BY: i?c, DATE: DATE: 3J3��q`1 1 * * * 1 11 I HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner Carroll's Foods Inc. Farm #7076B County Robeson ' Estimated Depth of Water to Top of Dam +5 Ft. Length of Flood Pool 1,000 Ft. Date of Field Hazard Investigation 2/6/97 u u [1 I Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. Est. Elev. Est. Elev. Kind of Improvementsi of Breach Reach Length Width c Slope Land Use Improvements Above Floodwater Above Flood Plain Flood Plain Ft. Ft. % : Farmland None N/A NIA 1 1,000 100 < 1 % 2 3 Describe potential for Ioss of life and damage to existing or probable future downstream improvements for a sudden breach. A sudden failure of the structure will not endanger life nor cause si nificant damage to buildings, agricultural land, or public roadways. The structure is approximateIv 100 feet from a canal leading to tributaries which lead to Big Shoe Heel Creek and approximately 3,130 feet from SR Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A 1 NRCS Dam Classification (I, 1I, 11I, IV, V) V By % !. ' M. Floyd Adams, P. 1 Date 3/31/97 1 1 SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN •-------LAC,cxs�v 4 1olta C3--------- This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. ' The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 yr - 24 hr storm for the location and a heavy rain factor.- The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The heavy rain factor and 25 yr rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. The waste produced by the animals shall be utilized in accordance with ' an approved waste utilization plan. Highly visible markers shall be installed to mark the upper and lower elevations of the temporary storage (pumping volume). Pumping shall be done as necessary to maintain the liquid level between these markers. 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. Before wastes are introduced, the waste treatment lagoon shall be charged to 1/2 its treatment volume to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be ' covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 51.26 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 48.55 . This temporary storage less 25 yr and heavy rain contains 335669 cubic feet or 2510802 gallons. 1 SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation and recommended maximum application rate is shown in the waste utilization plan. Refer to the waste utilization plan for further details. ' 5. Keep vegetation on the embankment and'..areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. ' 7. Repair areas of the embankment that settle below the design settled height or areas where cracking, sloughing, or "jug" holes develop. 1 B. Repair waste inlet pipes that develop cracks or separate at the joints. 9. Remove undesirable vegetative growth and floating or lodged debris. ' 10. All surface runoff is to be diverted from the lagoon to stable outlets when not included as part of the design temporary storage. ' 11. After five years the waste treatment lagoon shall be checked for sludge accumulation annually. If sludge has encroached into the treatment volume, the sludge will be removed and applied at agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4 feet of depth free of sludge at all times. 12. In December 1992, the Environmental Management Commission (EMC) ' in North Carolina revised water quality regulations that address animal operations. These rules became effective on February 1, 1993 (15A NCAC 2H .0200). This animal operation shall be operated within the requirements of these rules and regulations. ' 13. Pipes that are used for recycling effluent to use as flush water and irrigation intakes must be placed 18 inches below the surface and ' as far from the inlet discharge pipes as possible in order to provide a cleaner effluent for flushing and to reduce odors when irrigating on land. When these pipes are placed through the embankment, they should be 'installed no more than two feet below top of embankment and not in ' the highest section of fill. The pipe trench shall be compacted with clayey material or other material as approved by an engineer. 1 n 1 1 SHEET 1 OF 3 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- FOUNDATION PREPARATION: ' The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. ' EXCAVATION AND EARTHFILL PLACEMENT: ------------------------------------ The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthf ill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent ' they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer ' will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction equipment shall travel in a direction parallel to the main axis of the fill. Clayey soils shall be compacted with a "sheepsfoot" ' or taming roller. Compaction of the fill material shall be in accord- ance with the specified requirements for compaction and moisture. For the embankment, use the more impervious materials from the required excavations. Construction of fill heights shall include 5 percent for ' settlement. Dikes over 15 feet in height and with an impoundment capacity of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. ' LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas of. unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured ' perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with a NRCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. 1 1 SHEET 2 OF 3 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture t content which relates to that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper ' compaction of the liner includes placement in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D698 Dry Unit Weight of the liner material unless otherwise specified. When smooth or hard, the previous lift shall be scarified and moistened as needed ' before placement of the next lift. The single most important factor affecting the overall compacted perme- ability of a clay._.liner, other than the type of clay used for the ' liner, is the efficient construction processing of the compacted liner. The sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whole placement and compaction process. For most clay soils, a taming or sheepsfoot ' roller is the preferable type of compaction equipment. The soil liner shall be protected from the discharge of waste outlet pipes. This can be done by using some type of energy dissipator(rocks) or using flexible outlets on waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: ' ------------ A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. ' VEGETATION: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season ' dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. ' REMOVAL OFEXISTINGTILEDRAINS -- - _ When specified, the contractor shall construct an observation trench ' along the entire length of the embankment to a minimum of five feet in depth. The trench shall have a bottom width adequate to accomodate the equipment used for excavation, backfill, and compaction operations 1 1 1 u I SHEET 3 OF 3 and the side slopes shall be 1:1 or flatter. When tile drains are encountered, the tile shall be removed to "a minimum of 15 feet beyond the downstream embankment toe as measured perpendicular to the embankment. If a tile line exists above the embankment it shall be rerouted around the lagoon in an approved location. Backfilling and compaction in the trench shall be in accordance with the EXCAVATION AND EARTHFILL PLACEMENT requirements. BOTTOM AND EDGES --------------- ' The bottom of all lagoons shall be approximately level. The side slopes shall be uniform from top to bottom. Scarify the bottom and side slopes of -the lagoon a minimum depth of six inches and compact ' with a "sheepsfoot" or tamping roller to decrease the permeability of the finished bottom and side slopes. QUALITY ASSURANCE ' ----------------- During construction of the earth embankment, a qualified inspector ' as designated by the designer must be on site during construction as necessary to verify proper construction. Testing will be required as deemed necessary by the inspector and/gr designer. ' During construction of a clay liner, a qualified construction inspector as designated by the designer must be on site during con- struction as necessary to verify the liner is installed in accordance with NRCS South National Technical Center (SNTC) Technical Note ' 716 (Revised September 1993). In the absence of supervision of construction by a qualified inspector, the liner must be tested to verify a maximum hydraulic conductivity of 0.000001.25 cm/sec. ' When testing is required, the owner will be responsible for furnish- ing test results and certification that the construction meets the -design requirements. Any tests and certification should be ' performed by a certified laboratory. I 1 1 L ii u n I n AREA TO BE SEEDED: SEEDINGSPECIFICATIONS - 4.0 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30 FEBRUARY 1 TO MARCH 30 0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) 0.0 LBS. IPENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. TYPICAL PLAN FOR EMERGENCY SPILLWAY TOP OF DIKE ELEV _10 TOP OF SPILLWAY ELEV 67. 30' '! OUTSIDE TOE OF SLOPE ELEVATION VIEW NTS I LINER TYPE MATERIAL TO BE USED I -<-- TO CONSTRUCT THE ENTIRE DIKE -� r THROUGH THIS AREA i I PLAN VIEW NTS DIKE WIDTH Construction Notes: Spillway to be installed where flow will be over natural ground. Where this is not possible, it shall be placed where the top of the dike is closest in elevation to natural ground. In this situation, liner type material shall be used for construction of the entire dike through the spillway width plus 10 feet on each side. TYPICAL CRC1-3S-SECTION Single Stage Lagoon - Pit Recharge Design RoBr 56N County, NC • I C ARi o;_L'S 1=,AQwk 4 7a.7( 'S) «:.-o4 R Swine Confinement Building =i1 Finished Floor Elev. Sump Top Pad Elev. S3. S9 8" Pipe ` Invert Elev, sc7(- Total Design Storage Elev. Sz.so Invert Outlet Pipe Elev. sl ,zc, I Stop Pump Elev. 4-S . ss Bottom Elev. 40. �6 5z.9z 1oa•� Support post • 53.7a Settled Top Dam Elev Add 5% settreme Constructed Top D N' �> 'A le, iZ. o44 f t. Natural Ground FT. -DESIGN MIN. CLAY LINER TH[CKNESS . '.. `�:.. z.; I ' Core areas of unsuitable material encountered during instruction ., f,_; i:,IT Trench' of lagoon slopes and bottom wlli be excavated below grade (for' the minimum clay liner thickness), backfilled (wl(h approved $oil material) & compacted (to clay liner construction speclficalions '�� Remove overburden material and In design).....see soils investigation establish embankmenflcare on firm Boll material.... see soils investigation ISO 11.1 Lf ��PG 3'il+4t-L -13Q NXTAC Q0 Tt TIC R. Hodon, NRCs (2195) ' L� rwwvT 9Lsr14,�c CiQaw , 'ri z . w w w ww w w w w iw w w w w w w Iw w lw rw TYPICAL CRC-i'S=SECTION Single Stage Lagoon - Pit Recharge Design -j�zoCounty, NC C ARR4(L�� FARM � 7074. BuurD+NGS # 2- — 1 O Settled Top Dam171— Add 5% Settleme Constructed Top [7 Swine Confinement Building Finished Floor Elev, Sump Top Fad Elev. S 3 . 29 Total Design Storage Elev. sz.so 7. Invert Outlet Pipe Elev. Stop Pump Elev. g, 55 Bottom Elev. Qn , , B" Pipe Invert Elev. 5,, Support post ........_. Iz. p4 ft Nafurai`Ground;=° . FT. DESIGN MIN. CLAY LINER' THICKNESS .'!'.;�;._I..'!;;. areas of unsuitable m , ° .' l;a'I'1 la a material encountered during �nstrucllon ' � �°�''��' -' �; �r`_�.'�;.•'�,;I�, j �� of lagoon slopes and bottom will be excavated below grade (for:, ; i;,. ;;; :' .• 't` the minimum clay liner thickness), backfiAed (with approved soft material) & compacted (to clay liner construction specifications; In design)..... see soils investigation . `I' :I'.c�':!�•��":.Y�''',rr1 a�...'•'y- .. .�'itir S,:1:Ci' ,i :,�• I�AiE {~�a'x�tiL�PC SNAu CiC Anhc+�C_tV 94 ilk L `1--.....,... .......... . Care Trench' Remove overburden material and establish embankment/core on firm soil matedal...,see soils Investigation R. Horton, NRCS (2195) M W Orientation: -46.0 60.0 49.6 as, eel .. •� 48. 50F 48.0 Lower Left z Magnification: 204.9 3D Mesh Surface Existing Project: HAYNES STONE FARM Drawing; FARM 7076 Number: Location: Bid date: Engineer: Owner: Estimator: Prepared by: using Sitswork Inclination: 20.0 30 Mash Surface r== ■r r r rr r r r r r r r r r r �■r ir■ Dayli Plot of all date for the surface: Existing Project: HAYNES STONE FARM Drawing: FARM 7076 Number: Locations Bid Data: Engineer: Owner: Estimator: Prepared byt using Sitework 48.40 a.40 M Daylig Contour plot of Existing Project: HAYNES STONE FARM Drawing: FARM 7078 Number: Location: Bid Dates: Engineer: Owner: Estimator: Prepared by: using Sitework 1 m M ,m m r m m m m m m m m m m m m m Orientation: -46.0 se.e 54.0 52.0 60.0 48.0 46.0 44.0 42.8 40.6 Lower Left 2 Magnification: 28.2 Inclination: 20.0 1 kkllllll11114 kMlMlklll1ti1ti11�k�kl 111 „�kkMllk��llkll � �111111ti���IM l .._.....,��i1�1k1kk1ktkkll��� u .. klk,,«�,,,�,+►+,,,,++!,�,��►,,k,,,,���, .. 30 Mesh Surface Balanced Project: HAYNES STONE FARM Drawing: FARM 7078 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework 30 Mesh Surface M M F11 shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00 Iterating to balancing within 10.0 cubic yards... delta Cut Fill CUT - FILL 0.00 68199.53 48320.33 19879.20 0.98 59476.41 62258.64 2782.23 0.86 60526.29 60521.15 5.14 0.86 60524.43 60524.22 0.21 Raise "Proposed" by 0.86 feet. New surface called "Balanced" has been created. Project: HAYNES STONE FARM Drawing: FARM 7076 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework ROTE 7-" V5 VOLOMIE Teo E5 x(fr =HCL-00 1Z ►tiNy OVW-cor F'oR LtAEQ, Z)RA1HAG-E , ACCESS ROA.-0S, erc, 3 Jzo 197 � m m m M M M B M M M m m m M� M .m M Dayl Plot of all data for th■ surface: Balanced Project: HAYNES STONE FARM Drawing: FARM 7076 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitewark seas �e Dawl Plot of the sloping lines for th■ surface: Balanced Project: HAYNES STONE FARM Orawing: FARM 707E Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bw: using Sitewark � M M M M M M M M M M M M M = = = M M Da6jll zq 0, SSf E)' Plot of the contour date for the surface: Balanced Project: HAYNES STONE FARM Drawing: FARM 7078 Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared bUI using Sitswork 19 v 0 79 � M M M M = M B M M M M M M M M= M .29 62 Plot of all data for the surface: Balanced Project: HAYNES STONE FARM Drawing: FARM 7076 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitswork 48.BB 2s go Plot of all data for the surface: Balanced Project: HAYNES STONE FARM Drawing: FARM 707E Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bye: using Sitawork B m oaullght se. Bs 7e 1 HAYNES STONE FARM: FARM 7076: Balanced 18 MAR 97 6:69 PM M'm -=.=-M 58.00 54.00 62-00 59.98 48.00 46.00 44.00 42.00 . 48.00 Pro awd ................... ........... .. ..... .................... -, .......................... .................................................................................................... - .................................................................. t ; Existing .............. ...... ...................... .. .............. ................................... ........ ........................ ................... .................................. .......................... ..................................................................... ...... Balanced ............. ................... .......................... . .................. ................. .............. I .................... . ............ .................. - ............................................ ........... ................................................. ............ .............. -------------- ------ --------------------------------- --- ................ . ............ ............ .......... .... .. .............. ........ ................... ......... ........ .... ....................... ............ ......... ......... ............... ........... ........ ... ..... ........ ..... ....... ................ ........................... ......................... I .............................................. ........................................ ........................ .......... ............ ............... ....... ........ .......... ................... ............ ...... •.............................. ........................................................................... .......... ........... ............ .. .. .. .. .. ..... ......... ........................................... . ....................... ................ ........ ........ ..... ......... .. ........ ............. ......... .......... .......... ......................................... . ........ ............. .............. ..... .. .. ....... -.1 ... .... ..... ..... .................... 11.1 .................. ... 1'.1.1..,....,.., ................ ........... ..... 11 .............................. 11.11 ........................... ....................................... ........................... 38.00 , (360.12,669.16) <858. 16> u2ee.e6,5e1.19) : HAYNES STONE FARM: FARM 7076 18 MAR 97 6:69 PM Be. as 70 Daylight : HAYNES STONE FARM: FARM 7e76: Balanced 18 MAR 97 6:00 FM � � m m m m 68.00 54.00 62.00 60.00 48.00 46.00 44.00 42.00 40.00 38.00 (977.19�133.Fi8) (647.88) (978.38,781.62) s HAYN65 STONE FARM: FARM 7076 18 MAR 97 6:00 PM I 5E. `To- -P,L L. tNER VOLOM E T76[L -70 76 A0,6 t�o$ c-som Loom-rN Volume of 25 year.24 hour storm 7.0 in. Volume of "Heavy Rain" 7.0 in. Volume = 14.0 inches / 12 inches per foot * DA Volume = 173386 cubic feet Additional volume as follows: TOTAL REQUIRED TEMPORARY STORAGE 5A. 145059 cubic feet ' 5B. 95832 cubic feet 5C. 99078 cubic feet 5D. _ _ 173386 cubic feet 5E. 0 cubic feet I TOTAL 513355 cubic feet 6. SUMMARY ' Temporary storage period--- =========---====> 180 days Rainfall during wettest period of storage===> 21.0 inches Evaporation during storage period===========> 13.0 inches 25 year hour 7.0 inches ' -Heavy rainin===-==----- ___=____________________> 7.0 inches -rainfall===-----=---------> Freeboard= — -- _> 1.00 feet Side slopes========_==___________________> 3.0 : 1 Inside top length---===—_________________> 400.8 feet ' Inside top width==== --------------------- 370.8 feet Emergency spillway elevation(if planned)====> 52.50 feet Top of dike elevation- __________________- 53.70 feet Bottom of lagoon elevation= 38.86 feet ----------=_====> Top of sludge elevation--- =_> 42.31 feet Total required volume=---- =================> 1256955 cu. ft. Actual design volume===----_==_____________> 1559883 cu. ft. Seasonal high watertable elevation (SHWT)===> 47.70 feet Stop pumping elev.====_=_____==__=__=______> 48.56 feet Must be > or = to the SHWT elev.==========> 47.70 feet ' Must be > or = to min. req. treatment Min. Required treatment volume==============> 44.86 594000 feet cu. ft. -el=> Volume at stop pumping elevation --> 705808 cu. ft. Start pumping elev.====_____________________> 51.26 feet Must be at bottom of F.B. & 25 yr. rainfall & heavy rain I Act. vol. less 25 yr. and heaver rainfall====> 1386497 cu. ft. Volume at start pumping elevation===========> 1386031 cu. ft. Required volume to be pumped=======> 339969 cu. ft. Actual volume planned to be pumped==========> 355483 cu. ft. Min. thickness of soil liner when required==> 2.0 feet 7. DESIGNED BY d I �_ DATE: 3/Z0197 w I L % N m -= i , 559, 9S3 40 �50�313 A-1 APPROVED BY: * * * * DATE: -SbP SOIL LQ-T", F0 I� b I KE (5,4 Ll 3 ' x 3v' k o.zs z7 533 ouk.- ybS 9 2 '7o ce.x.- yes •�Zi ' To-rr+L !-t��A. = I S, 54-t Cc.c• yDs 1 WASTE UTILIZATION PLAN ---------------------- Owners name--:CARROLL'S # 7076 CountY :ROBESON Mail Address -:SR 1107 Type of production unit ---- :FEED -FIN Number of animal units-----: 8800 Type of waste facility ----- :Anaerobic Lagoon ' Temporary storage period---: 180 days Method of application ------ :IRRIGATION IAmount of animal waste produced-----------------: 16720 tons/year Amount of plant available N produced by animals-: 20240 lbs./year Commercial N to apply on planned acreage--------: 0 lbs./year Your animal waste utilization plan has been specifically developed for your swine operation. The plan is based on the soil types, crops to be grown, and method of application for your particular operation. The waste must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops 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 and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. ' Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the ' needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates and leaching potential. Waste shall not be applied to ' land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to ' avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or 1 not more than 30 days prior to planting. soil incorporation of waste will conserve nutrients and reduce odor problems. r� 1 1] 11 n Page 2 The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less based on the waste analysis report for your waste management facility. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to No. No. Type Code /Acre /Unit Used Apply T34836 2 LY L N/A 50.00 65.0 3250-S-APRIL T34836 2 LY C 5.5 50.00 65.0 17875 MAR-OCT Total 130.0 �21125 Available Nitrogen (includes commercial),20240 Surplus Or Deficit- -885 Crap codes: Crop -unit A= Barley-bu. I=Oats-bu. B=Bermudagrass(graze)-tons J=Rye-bu. C=Bermudagrass(hay)-tons K=Small grain(graze)-acre D=Corn(grain)-bu. L=Small grain(hay)-acre E=Corn(silage)-tons M=Sorghum(grain)--cwt. F=Cotton-lbs. lint W=Wheat-bu. G=Fescue(graze)-tons Y=Fescue(pasture)-tons H=Fescue(hay)-tons Z=Bermudagrass(pasture)-tons 1 I 1 Page 3 If more commercial fertilizer is used than shown in this plan, then additional acres of land may be needed. A three to fifteen feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. Additional comments: -------------------- Prepared by: ��;,�,� m—xwo ' Title:T,,,,r,,y 5Zz,&j5-; Date: 3,Zp 4-7 Concurred in by: Date: 2/ —Pro u er I understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the. animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. shaej- Date: .�p -fi�7 Producer Technical Specialist: ,-I, �d� Date: (Copy to producer and copy to case file) 1 ' EXHIBIT A-6 WASTE U11 ,IT.ATION 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. I There must be documentation in the design folder that the producer either owns or has a notarized aft for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to property dispose of waste, he/she shall provide a copy of a notarized aft with a landowner who is within a reasonable proximity, ' allowing himA= the use of the hand for waste apphcation. 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 on, or available land. 3. Animal wam shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, avm ble mcasture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretion of the plan=. 4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at more than 5 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 Strips) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drill 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 eland. 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 such that runoff does not occur offshe 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 and flies_ ' S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to ' depth that would prohibit growth The potential for salt damage from animal waste should also be considered. 10. Waste nutrients shall not be applied in £all or winter for spring planted crops on soils with a high potential for leaching. ' Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop 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 Ieast 50 feet from any residential property boundary and from any perennial stream or river other than an irrigation ditch or canal. MRCS, NC JUNE,1996 ..y 11 ' E CMrr A-7 WASTE OTUAZATION PLAN 1 � REQUIRED SPECIRCAnONS (continued) Animal waste other than swine waste from fatalities sited on or after October 1, 1995, shall not be applied closer than 25 feet to sur b= water_ This distance maybe reduced for waters that are not perennial provided adequai>r vegetatme filter strips are present (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet from wells. ' 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner. 14. Waste shall be applied in a manner not to teach other property and public right -of --ways. 15. Animals 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 it has been approved as a land ' applic-darts site by a "technical specialist". Animal waste applied on grassed waterways shall beat agronomic rarer and in a manner that causes no runaff or drift from the site. ' lb. Dom 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 arras where considered appropriate. Lagoon area should be kept mowed and able. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. ' 18. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eiiminau 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 animas 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 permanent 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. Soil tests shall be made everyo d liquid waste en least twice each year consistent with two years an a quid analysts be taken at twi y ' waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five years. 23. Dead animals will be disposed of in a manner that meets NC regulations. 1 MRCS, NC RJNE,1996 North Carolina Agricultural Extension Service Agri -Waste Management Biological and Agricultural Engineering North Carolina State University LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION ' OF LAND APPLICATION RATES James C. Barker* I. SAMPLE COLLECTION A Semi -Solid Lot Manure i. Scraped directly from lot into spreader a) From loaded spreader, collect about 2 lbs of manure from different locations using nonmetallic collectors. ii. From Storage ' a) Collect about 2 Ibs of manure from under the surface crust avoiding bedding materials and using nonmetallic collectors ` B_ Liquid Mannre Slurry ' i. Under -slatted -floor pit ' a) Extend a'h" nonmetallic conduit open on both ends into manure to pit floor. b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure that has entered lower end, remove and empty slurry into plastic bucket or nonmetallic container. c) Take subsamples from 5 or more locations or at least I quart. ' d) Mix and add about'/. pint to nonmetallic sample container. ii. Exterior storage basin or tank a) Make sure manure has been well mixed with a liquid manure chopper -agitator pump or propeller agitator. b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader and place in a plastic bucket. Professor and Extension Specialist, Biological and Agricultural Engineering Department, North Carolina State University, Raleigh, NC 1 II_ SAMPLE PREPARATION AND TRANSFER A. Place sample into an expandable container that can be sealed. Rinse residues from container with clean water but do not use disinfectants, soaps, or treat m any other way. B_ Park sample in ice, refrigerate, freeze, or transfer to tab quickly. C. Hand -delivery is most reliable way of sample transfer. ' D. if mailed, protect sample -container with packing material such as newspaper, box or package with wing paper, and tape- E. Commercial sample containers and mailers are also available, Contacts: 1. A& L_Eastern Agricultural Lab, Inc. 3_ Polyfoam Packers Corp. 7621 Whitepine Road 2320 S. Foster Avenue 1 Richmond, VA 23237 Wheeling, IL 60090 Ph: (804) 743-9401 Ph: (312) 398-0110 2. Fisher Scientific Co- 4. NASCO 3315 Winton Road 901 Janesville Avenue Raleigh, NC 27604 Fort Atkinson, WI 53538 ' Ph: (919)876-2351 Ph: (414)563-2446 F. Private analytical labs are available, but sample analyses are costly. ' G. The NCDA provides this service for North Carolina residents. i. Address: North Carolina Department of Agriculture ' ii. Agronomic Division Plant/Waste/Solution Advisory Section Blue Ridge Road Center P. O. Box 27647 ' Raleigh, NC 27611 Ph: (919) 733-2655 ' Attn: Dr. Ray Campbell iii. Forward $4 along with the sample ' iv_ Include the following identification information with sample: a) Livestock species (dairy, swine, turkey, etc.) ' b) Livestock usage (swine -nursery, finishing, turkey -breeders, brooderhouse, grower, number flocks grown on litter, etc.) ' c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slung, lagoon liquid, sludge; broiler -house litter, stockpile) ' v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb d u Fl KEEP TffiS WITH YOUR CERTIFICATION AND OTf3ER WASTE i•�� MANAGEMENT RECORDS Before the end of 1996, all Carroll's company farms and grower farms will have a new addition in their waste treatment lagoons a LIQIIID LEVEL INDICATOR. Though simple in design, this tool ' will go a long way in assisting all of us to better manage the liquid level in our lagoons. ' In order to complete the project this summer, Bruce Jones has been contracted by Carroll's Foods to install indicators on grower farms. Using survey equipment and a boat, Bruce will determine the. lowest point on each dike and set the indicators at ' the correct elevation. The indicators will be located in the most visible area,of the lagoon and close to the irrigation pump if possible. Each indicator will serve the following purposes: 1. SHOW THE MAXIMUM LIQUID LEVEL (this is the top pipe and is located below the 1 foot freeboard and 25 year 24 hour storm). The newer indicators are painted red down to the maximum ' liquid level. If the liquid is in the RED, the farm is out of compliance. 2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot F below the maximum level and 1 foot above the minimum or stop pumping level). Waste management operators are encouraged to utilize this level for pumping during the spring and summer months. This will allow extra storage for periods of wet weather or extremely heavy rains. ' 3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2 feet below the start pumping elevation for most lagoons. Irrigating below this level will reduce waste treatment ' and can result in odors and less breakdown of solids. It is strongly recommended that all farms be at this level when going into the winter months. ' Like many other management tools, the liquid level indicator is no better than the person who uses it. If even one spill can be prevented, this effort will be worthwhile for the industry. 1 MAXIMUM LIQUID LEVEL START PUMPING HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEMEN- MINIMUM LIQUID LEVEL STOP PUMPING Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production ❑ Vegetative or wooded buffers; ❑ Recommended best management practices; 0 Good judgment and common sense Animal body surfaces • Dirty manure -covered animals ❑ Dry floors Floor surfaces • Wet manure -covered floors O Slotted floors, D Waterers located over slotted floors; • Feeders at high end of solid floors; O Scrape manure buildup from floors; 0 Underfloor ventilation for drying Manure collection pits • Urine; 0 Frequent manure removal by flush, pit recharge, • Partial microbial decomposition or scrape; 0 Underfloor ventilation Ventilation exhaust fans • Volatile gases; ❑ Fan maintenance; Dust Cl Efficient air movement Indoor surfaces Dust Cl Washdown between groups of animals; ❑ Feed additives; 0 Feeder covers; 0 Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon C] Flush tank covers; liquid while tanks are filling 0 Extend till lines to near bottom of tanks with anti -siphon vents Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation conveyance Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits liquid while pits are filling with anti -siphon vents Lill stations • Agitation during sump tank 0 Sump tank covers filling and drawdown Outside drain collection • Agitation during wastewater O Box coverts or junction boxes conveyance AMOC - November 11, 1996, Page 3 M M M M M M = M M = = I' M M ,;: Source Cause aMPs to Minimize Odor Site Specific Practices End at drainpipes at • Agitation during wastewater O Extend discharge point of pipes underneath lagoon conveyance lagoon liquid. level Lagoon surfaces + Volatile gas emissions; ❑ Proper lagoon liquid capacity; + Biological mixing; ❑ Correct lagoon startup procedures; • Agitation ❑ Minimum surface area -to -volume ratio; ❑ Minimum agitation when.pumping; ❑ Mechanical aeration; ❑ Proven biological additives Irrigation sprinkler • High pressure agitation; ❑ Irrigate on dry days with little or no wind; nozzles + Wind drift ❑ Minimum recommended operating pressure; ❑ Pump intake near lagoon liquid surface; ❑ Pump from second -stage lagoon Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading; surface • Mixing while filling; ❑ Tank covers; • Agitation when emptying ❑ Basin surface mats of solids; ❑ Proven biological additives or oxidants Settling basin surface Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation when emptying. ❑ Remove settled solids regularly Manure, slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges; spreader outlets + Volatile gas emissions ❑ Wash residual manure from spreader after use; ❑ Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges slurry or sludge on field drying ❑ Soil -incorporation within 48 hrs.; surfaces ❑ Spread in thin uniform layers for rapid drying; ❑ Proven biological additives or oxidants Dead animals + Carcass decomposition ❑ Proper disposition of carcasses Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits; pits ❑ Proper location/construction of disposal pits Incinerators • Incomplete combustion ❑ Secondary stack burners AP ' �C -November 11, 1996, Page 4 M M M M M M M M M M M M M M M M Source Cause BMPs to Minimize Odor Site Specific Practices Standing water around • Improper drainage; 0 Grade and landscape such that water drains facilities . Microbial decomposition of away from facilities organic matter Manure tracked onto • Poorly maintained access roads 0 Farm access rmad maintenance public roads from 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 Recllarge - Lagoon Treatment ; EBAE 128-88 NCSU - BAE Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-99 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 Face Sheet NCSU - BA E Controlling Odors from Swine Buildings; PIH-33 NCSU - Swine Extension Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension AMOC - November 11, 1996, Page 5 - i � l� 1• I• l• � 1� � � � � � � 1• � � Ill♦ � Insect Control Checklist for Animal Operations Source Cause HMPs to Control Insects Site S ecific Practices Liquid Systems_ Flush Gutters • Accumulation of solids 0 Flush system is designed and operated sufficiently to remove accumulated solids from' gutters as designed. O Remove bridging of accumulated solids at discharge Lagoons and Pits • Crusted Solids Cl Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 - 8 inches over more than 30% of surface. Excessive Vegetative • Decaying vegetation © Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along watees edge on impoundment's perimeter. Dry Systems Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. 0 Clean up spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues 0 Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). © Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. AM' ` - November 11, 1996, Page I Source Cause Animal Holding Areas • Accumulations of animal wastes Q and feed wastage 0 Dry Manure handling • Accumulations of animal wastes p Systems 13 0 BINPs to Control Insects. _-_ Site Specific Practices Eliminate low areas that trap moisture along fences and other locations where waste accumulates and disturbance by animals is minimal. Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e., inspect for and remove or break up accumulated solids as needed). Remove spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter) where manure is loaded for land application or disposal. Provide for adequate drainage around manure stockpiles. Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC, 27695-7613. AMIC "lovember 11, 1996, Page 2 1 1 1 1 1 1 1 1 1 i 1 1 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. ❑ 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) December 18, 1996 J 1 u 11 MAPS 1 S C 0 . r C q 4- O 120 MIS-; NINW—effillwo } tNIZOWt '� W . �► --`mac_= .. �'1 :'�. n —,c 1— 1% r flu }ua ' 17f PaLL YOM im A !Oak 46 ;62 pry cul_— j ; r/}} ` i, -' � .%.. , � �`\ � /6s �-•ram • +- 11125� . } - ,. y Givy CP6 1.0 a j — ,l. wl i \ 1 q »''��� _ CID? t ` r r I 6 a 1 1126 • t� ti q J 160 x A J- 'r 157 ' 160 ll�lly i - CARROLL'S FOODS, INC. WARSAW NC. 28398 Project: cAy��•s 14►vKq�Srnr Drawing: KwORK �►+vs Location: 5_,,K dFF +1� ila7 Engineer. - Owner: eAaRRoa_.�s T&aas Scale. 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J� n a J " • v q tEa.�t. - � \ r,� -:r �_ t _ - .S. r ! s.�� rw_ �1 � 'J� fig. :;. .�" A�l�.. �iT �4 �- t•_S'ii� ``_ - __ _ ._ -� v :: ' I :i ;. - YJ '� .,yam iIr`�_4 -� ~`�TF - - - •F� �� f1' F.��- 'hf -,- _ t^ S I_ !!j{j{ _ - _ l�w..a.•./��'n'i�,4 -•�- - .'}r � 't/� _- •i�f� v�33 [ �•�ti ""]f � � _� _ _ '` _ ..[C1� . 1 '4a P r l v � �w •r 1 �; �'�: ia�rrtL-� S 5 r �: � '� �. `Gf a - z _ s _ - - .14_ _ 1 e E "�- '-k''.�'i-'� - ;i�l,� y, ems' ���• � �aY� ,J1 ..sa,t�'!'d'�"���• w•�' � �i.�.. �. r. - ~�,1' I J: ` £ .-•• - -ai.-- .__� --�F.� -.I�. - •v,2' F i''.5. _',.: .....,,- :-w•afl,7 _- yam__ ,f,;,-- _ _ _ _,..177=•, r Y -�•= - -`{ .!v'='J- 4 rrti i �i �.t,. .• •� }' -3y-__ e�... +� '}jj,� -_ �ya;;4G. -� tee. _ ��,: r-"a „a'a' ` "r. '�'- ��'i"-fin' l•` �. I+�.r r�,S.'t�._'�"' � tS fit. •a`"F - �lX�__ f��t. ,ti,^�+��•-si<� _ � ,; CARROLL .,� �i. R! ,tir ■ t"4• _.'.y..°�a'T r' �'4Tir��,.,,i -� rY.:' �'• 'A� II •fit-.e3Ser�•s J:Li .i 1 '•:i.:_� :iJF r7- ti' rF`s • . a • - I .•.i�I �>~. -s Yt�4. is _:f's£ -':.. -- , '. _- .�.. �... J Project: I ■_ R ' Location: kojlg, Engineer Owner ,f = � ,'.r' ���iii r i "`• •tom �a � �1 and R �� I r • • . !! 03/13%97 THIS 15.05.FAX 910 276 2590 L � _ 0 ZONE X I r �JJ �f�G+e�wdra+rci`. •ram 4 ZONE X 1 CARROLL-S FOODS ZON fug -�-�� CARXOLL' S WAKSAW im uu5 MAR 13 ' 97 02 ; 03PM ZONE X ` Robeson County Unincorporated Areas -�370202 . L CARROLL'S FOODS, INC. WARSAW NC 28398 Project: 's Drawing: c{ Zi- Location: s l� Engineer: Owner: rA ks Scale: Pre ared B % ; 'N I WA A irp. - � r / .. �� }, j •.�// �'���tl ��� •~-. i+�s ;�}• _i _��� .�3•.-�L� '�.. ��:-: ~•� � �.t' �1'r' Ji• • w rr �l I��il+�j� �l f V: MAI I- (P 4 4f ell 0 At c OT7 S. c *16 il! YI 22 59- A 74Y PrJ / 21 VC, SIC? M vi%!4,44 SO C_ 9 7 4. 9.17Y PC Fc, /0 Cb Facility Number and Name: Carroll's 78-91, Farm #7075 & V76 AIIC- Instructions on last pag M Freeboards -High Specific, dated refe rences to this issue could not be 71, WN found either our files oi in the DWQ re-,ional files. �-QIVO office WN LAM Response -M 'M MUM On 6-14-01, staff from the FRO reviewed the farm files and did not fine any references to this i UX III Qk NMM PIATEXtIk AR 42 ZM ME ffl MEMON am NOR- Facility Number and Name: Carroll's 78-91, Farm #7075 & 7976 Instructions on last pale PC g elf 3 Subsurface Drams_"MIR gs `in Issues Description of Concern There is subsurface drain tile present in some crop fields included in this facilities Waste Q-g.4 ,*o ON' i Utilization Plan. .A: .M. Or M E M 3 —„��^�', M g 's�s','�r-.' r y.a. g' gfing fg- W�z M PROM!, VAEM-a 00 �`N M X- i Response M-10 M M U A M 55 E RE A% 52 M, M ON % 1 551 A 95 - - g- The tile was installed according to NRCS standard. Any dischargc is believed to PLW,5Cm-gs g� U., R 5 t�� 2-A-A-A 3, P M �Pa SO,= M� - - WMI g MMM M-Lgw& consist of only groundwater uncontaminated .2, M M W-M M. 1111,1�03a- HIM Mw- 9 4-- by animal waste. cx, M� V.1 Doa Tor z M A M MTV& IS Of R U M Migg gw �- -, W-M-FIg File" w 6 w RPM. RHIMF-,� K, q M VA, M NA M - -- 20 N-Mg M O 4 b S z ON - a Rs NO Ma MA 50 U.- MAIN 0 01, _71 tF� g -1 7� - P MUM V V -25 A? - % -- A R mg* i My-, RM "Q Z� "5A W 7t 'M M- 1 Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of the record (i.e., inspection report dated or NOV dated _�. With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the calendar years beginning January 1, 1996, and ending December 31, 2000. Z Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures'the farm intends to undertake to address the concern and a schedule for completing the measures. 3 if subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion. 3 Facility Number and Name: Carroll's 78-91, Farm #7075 & 7976 Instructions on last page W-, IMMUNIP-77- WW Drscha Wks r High Freeboards R IMN M NO, 014 Description of Concern' 01 - 117 - - ge Y, ��. �M- 'SM 'Zs7- COMMM WIV Specific, dated references to this issue could not be Af' 3g-:� Ogg'-7 M— - 3 W25- g�wrw-7 4 �M�?TE 7 i n,* M& zil found either in our files or in the DWQ regional f files. M .......... - 1-10.010 W M; -& OEM � 'FA., , --- . 5 MMU., -7 "M 1 0 office -MI --gg� 2- AM Q -41 M . . . . . . . . . . . . . V lgrwn� W -MM R-A N ON I Response- , W. 6,50 M ff On 6 -14- 0 1, staff from th e FRO revi ewed the farm files did fine issue. PER % M E, M and not any references to this fS -4g w n— - - MR_7 GM n iO ggug %M7m- 7g -w � Ai -Z- 'a M g -MP W P --UL", ,Q ek E -r-- - - ISO W0 �ii R ! W RW;M - MMV -.2 ,Fl ...... . . . . . . M rp-� az_R� M .Mw N '0254 . . . . . . . . . '1 ITO tg '05 ON- . . . . . . . . . . . -IN mg 03 % M gkg-z-z--�- I , 04M MMA! 2M -W -tr-A --i MW 1,204- MOZT4 - 4a!, J -SIM& z. --s M -w - - x Q-- g - % ft. x04 :"m, i�g M� t M -U �-i — I MIX R M -sn"-w-M-2- 4 M Facility Number and Name: Carroll's 78-91, Farm #7075 & 7976 Instructions on last pale D3 Subsurface Drains tn -20gjg AE V_ti pmg_issues Description of Concerti There is subsurface drain file present in some crop fields in this facilities Waste gge Og TF,� ng "M EF A� Aw Utilization Plan. 1:510 MOM PRION �10 Pg� ZM �MK 05pt t U-17-71 -Z - P L M 7i —�,L 0 111HAE-4 V Response The the was installed according to NRCS 0 M-N."M _q "ON ge- 514 6: --4 HBO &M-1 standard. Any discharge is believed to consist of only groundwater uncontaminated -: Ar, ON ONO M JMM vxq ONO 'M by animal waste. A� � Tp C, -g 2 E _s. :4 IA. - 1gN�zMtT 5,2, IYM SR .. . .E Off 1, -6 V�- 6!0- W -M-1- M !D EE .. B. a ime7, , M RX.— M!� AWrp U 7 -OM r $, -IMV F V, 4 : --M A� A MMM OWMNER IZ. T"I;GwE UM S ,M Z gv - - 2 off mg% Z, -'--Sr.,"''!"I z M-NRut -M-Ola M� PW_ — ,Mpi S S M e g 3ry X T Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of the record (i.e., inspection report dated or NOV dated __). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the calendar years beginning January 1, 1996, and ending December 31, 2000. ` Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farm intends to undertake to address the concern and a schedule for completing the measures. 3 If subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion. 3 F o- ..,. .. 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