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310164_HISTORICAL_20171231
NUH I H UAHULINA Department of Environmental Qual �* A7 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen K Sullins Dee Freeman Governor Director Secretary September 9, 2010 Steve C. Grady S&S '#2 1434 Beautancus Rd Mount Olive, NC 28365 Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS310164 S&S #2 Animal Waste Management System- Duplin County Dear Steve C. Grady: The Division of Water Quality (Division) received your sludge survey information on September 3, 2010 for the lagoon at the above referenced facility. With the survey results, you requested an extension of the sludge survey requirement for the lagoon at the S&S #2. Due to the amount of treatment volume available, the Division agrees that a sludge survey is not needed until 2012 for the lagoon. The next sludge survey for the lagoon at S&S #2 should be performed before December 31, 2012. Thank you for your attention to this matter. Please call me at (919) 715-6627 if you have any questions. Sincerely, stme B. Lawson Animal Feeding Operations Unit �X-:WsL V . , _ SEP 10 2010 cc: Wilmington Regional Office, Aquifer Protection Section Robert B. Mitchell, Jr., Enviro-One, 104 Adler Lane, Goldsboro, NC 27530 Permit File AWS310164 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 !oration! 2728 Capital $ivd., Raleloh, North Carolina 27604 Phone: 919-733-3221 1 FAX: 919-715-05881 Customer Service: 1.877-623-6748 Internet: www.ncwaterqualisy-org One No Carolina aturally An Equal Opportunity i AM."ative Action Ernolover I 3S-... »u Steve C. Grady S&S#2 1434 Beautancus Rd Mount Olive, NC 28365 Dear Steve C. Grady: a i 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 December 19, 2007 YZBCnl IVEi3� DEC 2 0 RECD Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS310164 S&S#2 Animal Waste Management System Duplin County The Division of Water Quality (Division) received your sludge survey information on December 17, 2007. With the survey results, you requested an extension of the sludge survey requirement for the lagoon at the S & S. #2 facility not to be required until 2009. Due to the amounts of treatment volume available, the Division agrees that a sludge survey is not needed until 2009. The results of the 2009 sludge survey are to be submitted by March 1, 2010. Thank you for your attention to this matter. 1f you have any questions, please call me at (919) 715-6937. Sincerely, 7WO-k-� Miressa D. Garoma Soil Scientist cc: Wilmington Regional Office, Aquifer Protection Section Central Files WAhCaroiina Aatura!!J Aquifer Protection Section 1636 Mail Service Center Internet: www.ncwaterguality.org Location: 2728 Capital Boulevard LAn Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Raleigh, NC 27604 Fax l: (919) 715-0588 Fax 2: (919).715-6048 Customer Service: (877) 623-6748 �OF wArf cl Michael F. Easley, Governor _J William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources fl Coleen H. Sullins, Director Division of Water Quality July 2, 2007 RECEIVED Steve C Grady JUL U 2007 S&S 42 1434 Beautancus Rd BY. Mount Olive, NC 28365 Subject: Certificate of Coverage No. AWS310164 S&S #2 Animal Waste Management System Duplin County Dear Steve C Grady: In accordance with your application received on December 11, 2006, and change of permit type request received on June 28, 2007, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Steve C Grady, 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 S&S #2, located in Duplin County, with an animal capacity of no greater than an annual average of 3672 Feeder to Finish swine. If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows. The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES COC issued to this, facility with an expiration date of July 1, 2007. You are required to continue annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition III.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. 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. Aquifer Protection Section 1636 Mail Service Center Internet: www.ncwater uali , .org Location: 2728 Capital Boulevard An Equal Opportunity/Affirmative Action Employer- 50% Recycled110°% Post Consumer Paper No Carolina Natura!!ry Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 Customer Service: (877) 623-6749 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 2T .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. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. ' This facility is located in a county covered by our Wilmington Regional Office. The Regional Office Aquifer Protection Staff may be reached at (910) 796-7215. 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) Duplin County Health Department Duplin County Soil and Water Conservation District cWit ngton-Regionai=Office,-Aquifer:Protection-Section AFO Unit Central Files Permit File AWS310164 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources April 21, 2006 CERTIFIED MAIL 7005-0390-0001-3199-9093 RETURN RECEIPT REQUESTED Steve C. Grady r, 1434 Beautancus Road Mt. Olive, NC 28365 Re: Request for Information Sludge Survey Report S&S #2 NCA231164 Duplin County Dear Steve C. Grady: Alan W. Klimek, P.E. Director Division of Water Quality Your Animal Waste Management General NPDES Permit contains a condition that addresses the sludge survey requirement for the lagoon(s) at your animal feeding operation. Your NPDES Permit Number NCA231164 Condition IlI.16, on page 10 states: "All facilities, which are issued a COC to operate under this permit, shall conduct a survey of the sludge accumulation in all lagoons within one (1) year of receiving the COC and every year thereafter. This survey shall include but not be limited to a sketch showing the depth of sludge in the various locations within each lagoon. This survey shall be submitted as part of the facility's annual report in the year it was conducted..." Our records indicate that the Division has not received the sludge survey results for the year 2005 from your facility and your facility had not previously exempted based on prior surveys. The form was due March 1, 2006. To avoid possible enforcement action for a violation of your permit, please submit the results within thirty (30) days of receipt of this letter to the following address: Miressa D. Garoma Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Internet: www_ncwateruualitv.ore Location: 2728 Capital Boulevard Raleigh, NC 27604 An Equal Opportunity/Affirmative Action Employer— 50% ReCycled110% Post Consumer Paper Telephone: Fax I: Fax 2: Customer Service NN`1 hCarolina aturally (919)733-3221 (919) 715-0588 (919)715-6048 (877)623-6748 y.z). vostai �ervlCeTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.uspsxom� C)FFICIAL us lrl:511J ------------------- !it Steve C. Grady Page 2 4/21/2006 ►j 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 Statue or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact me at 910-796-7215. cc: Paul Sherman WIRO File Yours Very Truly, Charles F. Stehman, PH.D, P.G. Environmental Regional Supervisor II Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: S&S# 2 Steve Grady 1434 Beautancus Rd Mt. Olive, NC 28365 919-658 5767 09-23-2003 This plan has been developed by: Johnny L Lanier Duplin Soil & Water PO Box 219 Kenrrnsville, NC 28349 910-296-2120 RECEIVED ! DENR ! DWO /aquifer Protection Sed Dn IVIl-_'-✓ 2 0 2009 Developer Si afore Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for thi farm named above. i have read and understand the Required Specifications concerning animal waste management that are included with this plan. Signature (owner) Signature (manager or producer) 7 f it � 3-� -�! Date Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: L--� 9 " t� Technical Specilast Signature Date -- ---• -- ---- -------------- 532858 Database Version 3.0 Date Printed: 09-23-2003 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commem al Fertilizer is not included in this phut S7 Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of Ngroximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 7840 Incorporated 13464 Injected 14828 Irrigated 8522 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Mczt (Gallons) Year 1 8,621.08 3,442,044 -38,100 - --------------------------------------------- ----- Note: In source ID, S means standard source, U means user defined source_ 532858 Database Version 3.0 Date Prince&- 09-23-2003 Source Page Page 1 of i The table shown below provides a summary of the crops or rotations inchtded in this plan for each field Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available. Planned Crops Stlmmmy Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 3073 pia 10.00 5.68 N/A Norfolk Small Grain Overseed 1.0 Tors Hybrid Bermudagass Pasture 6.5 Tors 3073 plb 7.00 2.05 NIA orfo0c Small Grain Overseed I.0 Tams Hybrid Be mudagrass Pasture 6.5 Tons 3073 plc 7.00 3.02 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Bamuftras Pasture 6.5 Tons 3073 p2a 10.90 639 N/A Norfolk Small Grain Ovvswd 1.0 Tons Hybrid Bermudagrasa Pasuwc 6.5 Tons 3073 p2b 8.00 5.09 NIA Norfi3lk Small Grain Overseed 1.0 Tons Hybrid Barnwk ass Pasture 6.5 ToUS 3073 p3 1 8.00 3.64 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Boundagrass Pasture 6.5 Tors 3073 p4 5.00 2.45 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagass Paso= 6.5 Tons 3073 p5 4.00 236 N/A Norfolk Small Gram Ovasced 1.0 Tons Hybrid Bamrdagaas Pasture 6.5 Tons PLAN TOTALS: 59.90 30.68 LI Potential Leaching Technical Guidance < 2 low potential to contribute to soluble None nutrient leaching below the root zone. >= 2Moderate potential to contribute to Nutrient Management (590) should be planned <= i0 soluble nutrient Ieaching below the toot High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency > I0 should be considered Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of --field practices such as Filter Strips (393) and Riparian Forest Buffers (391). ii7R5R DarabaseVersion 3.0 Date Prinwl 9123/2003 The Was,...7tilixation table shown below summarizes the waste utilization plan for this } ation. This plan provides an estimate of the number of Acres of cropland n. .W to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper liming of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being suppl ied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table YArsr 1 Tract Field Source 11) Sot Series Total Acres Use. I Acres Crop RYE APplia Period Nitrogen PA Nutrient Req'd (Ibs/A) Comm, Fen, Nutrient Applied (lbi/A) Res, (lbs/A) Applic. Method Manure PA NutrientA pplicd (IhslA) liquid ManureA pplled (acre) Solid Manure Applied (acre) liquid Manure Applied (Field) solid Marutre Applied (Field) N N N N 1000 gaYA Torts 1000 gals tons 3073 Ala S7 Norfolk 10.00 5.68 Small Grain Overseed ].OTons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 113.44 0.00 3073 p1a 87 Norfolk 10.00 5.68 Hybrid Bennudagraw Pasture 6.5 Tons •311-10/31 •231 0 0 brig. 231 92.27 0.00 524.10 0.00 3073 plb S7 Norfolk 7.00 2.05 Small Grain Overseed 1,a Tons 10/1-3/31 50 0 0 brig. 50 19,96 0.00 40.921. 0.00 3073 plb S7 Norfolk 7.00 2.05 Hybrid Bcrmudagrass Pasture 6.5 Tons 0311-10/31 *231 0 0 Inig. 1 231 92.27 0.00 189.16 0.00 3073 plc S7 Norfolk 7.00 3.02 Small Grain Qverseed 1.0 Tons 10/1-3/31 so 0 0 Irrig. 50 19.96 0.00 60.28 0.00 3073 plc 87 Norfolk 7.00 3.02 Hybrid Bermudagrass Pasture 6.5 Tons •311-10131 $231 0 0 ]trig, 231 92.22 0.00 279.49 0.00 3073 p2a S7 orfolk 10.90 6.39 Small Grain Overmed 1.0 Tons I0/1-3/31 50 0' 0 brig. 50 19.96 0.00 127.55 0.00 3073 p2a S7 Norfolk 10.90 6.39 Hybrid Bermudagrass Pasture 6.5 Tons •3/1-10/31 •231 0 0 Irrig. 231 92,22 0.00 589.26 0.00 3073 p2b S7 Norfolk 8.00 5.09 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 19.96 0.00 101.60 0.00 3073 p2b S7 Norfolk 8.00 5.09 Hybrid Bermudagrass Pasture 6.5 Tons 43/1-10131 *231 0 0 Irrig. 231 92.22 0.00 469.38 0.00 3073 p3 S7 Norfolk 9.00 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 5o 0 0 WS, 50 19.96 0.00 72.66 0.00 3073 p3 87 Norfolk 8.00 3.64 Hybrid Bermudagrass Pasture 6.5 Tons "3/1-10131 •231 0 0 Irrig. 231 92.22 0.00 335,67 0.00 3073 p4 S7 Norfolk 5.00 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.96 0.00 48.90 0.00 3073 p4 S7 Norfolk 5.00 2.45 Hybrid Bermudagrass Pasture 6.5 Tons 0311-10/31 0231 0 0 Irrig. 231 92,22 0.00 275.931 0.00 3073 p5 87 Norfolk 4.00 2.36 Small Grain Overseed 1.0 Tans 10/1-3/31 30 0 0 brig. SO 19.96 0.00 47.11 0.00 3073 p5 S7 Norfolk 4.00 2.36 Hybrid Bermudagrass ]'astute 6.5 Tons •311-10131 •231 0 0 brig. 231 92.22 0.00 217.63 0.00 532858 Database Version 3.0 DaoPrinted; 9/23/2003 WUT Page Page 1 of 2 Waste Utllix... in Table -Year 1 Nitro8cn Comm. Res. Ntanure liquid Solid Liquid Solid PA Fern. Obs/A) PA ManurcA Manure Manure Mature Nutrient Nutrient NulrientA pplied Applied Applied Applied Req'd Applied ppliod (acre) (acre) (Field) (Field) (IWA) (IWA) (INIA) Source Total Use. Applic. Applic. 1000 Tract Field ID Soli Series Acres Acres Crop p RYE Period N N N Method N g� A Tons I000 � RMS Total Applied, I000 galons 3,442.04 i'mi Produced, 10oo gallons 3,403.94 & Balance, 1000 gallons •38.10 fir+ Tote! Applied, Ions 0.00 Total Produced, tans i 0.00 Notes; 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol' means user entered data. 532858 Database Version 3.0 Date Printed: 9/23/2003 WUT Page Page 2 of 2 The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. if applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the mmamum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inchesthms) Application Amount (ink) 3073 pla Norfolk 0.50 1.0 3073 plb Norfolk 0.50 1.0 3073 plc Norfolk 0.50 1.0 3073 p2a Norfolk 0.50 1.0 3073 p2b Norfolk 0.50 1.0 3073 p3 Norfolk 0.50 1.0 3073 p4 Norfolk 0.50 1.0 3073 p5 Norfolk 0.50 1.0 iZ 3RiR natahace Veminn I n nata Printed 4/7 innn3 I AF P"P Am- 1 of I The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period These estimates are based an average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be csrefiilly applied - Sites must first be evaluated for their suitability for sludge application. Ideally-, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphomus levels may also be a concem. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PAN Rate 1blac Maximum Sludge Application Rate 1000 gallac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 46.03 92-07 138.10 Hay 6 tun R.Y.E. 300 26.32 23.02 46-03 69.05 Soybean 40 bu 160 14-04 43.16 9631 129.47 -----------------------------------------------------------------••-----------------------_---•---•------•-------------------------------------------- ------------5� -- ---- 532958 Database Version 3.0 Date Printed: 09-23-2003 Sludge Page Pa 1 of The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan, Available storage capacity is calculated as the design storage capacity in clays minus the number of days of net storage volume accumulated The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at winch storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity- Availahle Waste Storage C'anacity Source Name I Swine Feeder -Finish La oon Liquid Design Storage Capacity (Days) Start Date 10/31 190 Plan Year Month Available Storage Capacity (Days)' 1 1 133 1 2 116 1 3 138 1 4 150 1 5 168 1 6 180 1 7 180 1 8 180 1 9 180 1 10 161 1 11 143 1 12 123 ' Available Storage Capacity is calculated as of the end of each month. - f, Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is 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 Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 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, MRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by 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. ----------------------------------------------------------------------------------------------------------------................ - 532858 Database Version 3.0 Date Printed: 9/23/2003 SvecHiication Page 1 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Wasteinutrient 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 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 canal. Animal waste, other than swine waste from facilities sited on or after October 1,1995, shall not be applied closer that 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 a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. -------------------------------- ---------------- ----------------- I------------------------------------------------------------------------- ----------------- 532858 Database Version 3.0 Date Printed: 9/23/2003 Specification Page 2 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 soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. ------- -----------------------•------------------------------------------------------------------------------------------------------------------------------ 532858 Database Version 3.0 Date Printed: 9/23/2003 Specification Page 3 Crop Notes The following crop note applies to field(s): pia, pib, plc, p2a, p2b, p3, p4, p5 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30, and rye from October 15 November 20. For barley, plant 22 seed/drill row fact and increase the seeding rate by 5% for each ,-reek seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Gram Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushds/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green boob" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting- Phosphorus and potash recommwded by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): p 1 a, p i b, p Ic, p2a, p2b, p3, p4, p5 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Welladapted. In the Coastal Plain, hybrid berrnudagrass sprigs can be planted Mar. I to Mar- 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry'in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row- For broadcasddisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N , annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Techuical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. ------------------------------------------------------------------------------------------------------------------------------------------------------ --- ... - 532958 Database Vernon 3.0 Date Printed. 09-23-2003 Crop Note Page Page 1 of 1 C 49 (Multiple worksheets may be needed) HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) .3. " S Field number (identification) `r3 23 2. irrigation system designation Existing irrigation system — New/expanded irrigation system 3. Number of travel lanes # interior lanes -_ # Exterior lanes 6(1/0 feet] Length of pull(L1) # Interior lanes N5 # Exterior lanes JEA? [feet] Length of pull(L2) # interior lanes # Exterior lanes [feet] Length of pull(13) 4. Wetted diameter aa_O [feet] from Field Data Worksheet 5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter] 6. Hydrant layout Multiple hydrants Single hydrant )�, Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L-) Interior or q Exterior (lane/hydrant) Y (a) Acres start end of pull from Table Column 0 (b) Acres middle portion of pull (L1) {Pull lengthy'/D [feet] X Wetted width.20o [feet]} / 43,560 (c) Acres stop end of pull from Table - 1 /1 Column G v� Total acres for travel lane length (1.1) (Sum: a + b + c) Travel lane length (L-) Interior or S Exterior (lane/hydrant) .43 (a) Acres start end of pull from Table zr-F qr7 Column L (b) Acres middle portion of .pull (L2) {Pull lengthjEL�-- [feet] X Wetted width.2-20 [feet]} / 43,560 (c) Acres stop end of pull from Tabled F 7r� Column G Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L_) Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (0) (Pull length [feet] X Wetted width [feet]) / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (U) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. (a) Acres per travel lane length (L1) X # Lanes = Acres (b) "Acres per travel lane length (L2) X # Lanes = Acres (c) Acres per travel lane length (L3) X # Lanes = Acres 4, S 1 Total CAW11W wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed by Date: Signatur of technical specialist rs r . y (Multiple worksheet4 may be needed) HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORMHEET 1. Farm number (identification) 3 f 5� Field number (identification) d 9 3 2. Irrigation system designation Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes _I A # Exterior lanes i r1 feet] Length of pull(LI) # Interior lanes JL_ # Exterior lanes �� [feet] Length of pull(L2) # Interior lanes 1 G _ # Exterior lanes $ &S [feet] Length of pull(L3) 4. Wetted diameter d' O [feet] from Field Data Worksheet 5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter] 6. Hydrant layout Multiple hydrants Single hydrant X Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel' lane length (L_) Interior or L& Exterior (lane/hydrant) „g3 (a) Acres start end of pull from Table F E90 Column 5_ d15 (b) Acres middle portion of pull (L1) (Pull length Iy [feet] X Wetted width OD [feet]) / 43,560 Q (c) Acres stop end of pull from Table EE94 Column L .� 0 Total acres for travel lane length (U) (Sum: a + b + c) Travel lane length (L-) Interior or %Exterior (lane/hydrant) _ . 3 (a) Acres start end of pull from Table t t' Fa Column A ,2,OS (b) Acres middle portion of pull (L2) (Pull lengthY!�& [feet] X Wetted width,200 [feet][ / 43,560 0 (c) Acres stop end of pull from Table FF90 Column S Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L-) Interior or LCo Exterior Qane/hydrant) , q 2, (a) Acres start end of pull from Table 0 Column A— (b) Acres middle portion of pull (1-3) {Pull lengtlj/5S[feet] X Wetted widths d 0 [feet]( / 43,560 (c) Acres stop end of pull from Table E" -^90 Column C. Total acres for travel lane length (I3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. (a) Acres per travel lane length (M) X # Lanes = Acres (b) "Acres per travel lane length (L2) X # Lanes = Acres (c) Acres per travel lane length (L3) X # Lanes = Acres { )S Total CAWMP wettable acres for field (Sump: 8a + 8b + '8c) Y Wettable Acre Computational Worksheet Completed by: Date: Signature o technical specialist 7i (Multipk worksheets may he needed) HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) - Ile S Field number (identification} 0�3 .2. irrigation system designation Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes # Exterior lanes L100feet] Length of pull(Li) # Interior Ianes # Exterior lanes /b/ .5-- [feet] Length of pull(L2) # interior lanes � # Exterior lanes 77 & (feet] Length of pull(13) 4. Wetted diameter „Z21� [feet] from Field Data Worksheet 5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter] 6. Hydrant layout Multiple hydrants Single hydrant _%,- Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel Lane length (L, Interior or &- Exterior Oane/hydrant) . 11(a) Acres start end of pull from Table L E , d Column Ps 96P (b) Acres middle portion of pull (L1) (Pull lengthLC Qb[feet] X Wetted width,200 [feet]) / 43,560 0 (c) Acres stop end of pull from Table F ! Q Column C- 4 Total acres for travel lane length (U) (Sum: a + b + c) Travel lane length (L, Interior o0b Exterior (lane/hydrant) _ j J (a) Acres start end of pull from Tabled E ; n Column _ %'- r /v (b) Acres middle portion of pull (L2) (Pull fengthLCS [feet] X Wetted widtho !2 [feet]) / 43,560 (c) Acres stop end of pull from Table " ,.) Column So 0 ~ Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) �f 3 (a) Acres start end of pull from Table Column 3..'t (b) Acres middle portion of pull (L3) (Pull lengtbZ7& [feet] X Wetted width /dn (feet]) / 43,560 1(c) Acres stop end of pull from Table FF s 0 Column C J* % Total acres for travel lane length %3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the Geld. Add all of these, and this is the total irrigated acreage for the field. (a) Acres per travel lane length (Ll) X # Lanes = Acres (b) Acres per travel lane length (L2) X # Lanes = Acres (c) Acres per travel lane length (L3) X # Lanes = Acres Total CAWMP wettable acres for field (Sum: Sa + 86 + Sc) Wettable Acre Computational Worksheet Completed by. 4Date: Signature o echnical specialist 75 Landowner / Operator Name Adress Telephone TABLE 1 - Field Specifications IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Steve Grady 1434 Beautancus rd MT. Olive, NC 28365 919-658-5767 COUNTY Duplin DATE 6/7/02 FACILITY NUMBER 31-165 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length of pulls in feet Width of pulls in feet Soil Type.(%) Slope Crop(s) Mexsmun Application Rate (3) inmr Maxiumn Application per Irrigation cycle (3) (inches) 3073 pla 0.43 5.25 0 5.68 EE90 B-C 1143 120 NOA 0-5 bermuda I small grain 0.5 1 3073 p2a 0.43 5.96 0 6.39 EE90 B-C 1300 270 NOA 0-5 bermuda I small grain 0.5 1 3073 p1b 0.43 2.05 0 2.05 EE90 B-C 446 270 NOA 0-5 bermuds / small grain 0.5 1 3073 PIC 0.43 2.59 0 3.02 EE90 B-C 565 120 NOA 0-5 bermuda I small grain. 0.5 1 3073 p2b 0.43 4.66 0 5.09 EE90 B-C 1015 270 NOA 0.5 bermude I small grain 0.5 1 3073 p3 0.43 3.21 0 3.64 EE90 B-C 776 215 NOA 0.5 bermuda / small grain 0.5 1 3073 p4 0.43 2.02 0 2.45 EE90 B-C 440 173 NOA 0.5 bermuda I small grain 0.5 1 3073 p5 0.43 1.93 0 2.36 EE90 B-C 382 242 NOA 0.5 bermude 1 small grain 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C, Irrigation guide, Field Office Technical Guide, Section Il G. Annual application must not exceed the agronomic rates for the soil and crop used. Wettable Acre Computational Worksheet Completed by: lJohnny Lanier Date 1.61.702 IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Landowner/ Operator Name Steve Grady Adress 1434 Beautancus rd MT. Olive, NC 28365 Telephone 919-658-5767 TABLE 1 - Field Specifications COUNTY Duplin DATE 6/7/02' FACILITY NUMBER 31-165 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length or pulls In feet Width of pulls in feet Soil Type,(%) Slope Cro (s) Ma dmun Application Rate (3) (in/hr) Maxlumn Application per Irrigation cycle (3) (inches) 3073 pla 0.43 5.25 0 5.68 EE90 B-C 1143 120 NOA 0-5 bermuda / small grain 0.5 1 3073 p2a 0.43 5.96 0 6.39 EE90 B-C 1300 270 NOA 0-5 bermuda I small grain 0.5 1 3073 p1b 0.43 2.05 0 2,05 EE90 B-C 446 270 NOA 0-5 bermude / small grain 0.5 1 3073 p1 c 0.43 2.59 0 3.02 EE90 B-C 565 120 NOA 0-5 bermuda / small grain 0.5 1 3073 p2b 0.43 4.66 0 5.09 EE90 B-C 1015 270 NOA 0.5 bermuda / small grain 0.5 1 3073 p3 0,43 3.21 0 3.64 EE90 B-C 776 215 NOA 0.5 bermuda I small grain 0.5 1 3073 p4 0.43 2.02 0 2A5 EE90 B-C 440 173 NOA 0.5 bermuda I small grain 0.5 1 3073 p5 0.43 1.93 0 2.36 EE90 B-C 382 242 NOA 0.5 bermuda / small grain 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used. Wettable Acre Computational Worksheet Completed by: Johnn Lanier Date .6/.7/.02 7/ Landowner / Operator Name Adress Telephone TABLE 1 - Field Specifications IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Steve Grady 1434 Beautancus rd MT. Olive, NC 28365 919-658-5767 COUNTY Duplin DATE 6/7/02 FACILITY NUMBER 31-165 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length of pulls In feet Width of pulls In feet Soil Type. Slope (%) Crop(s) Maximun Application Rate (3) (in/hr) Maxiumn Application per Irrigation cycle (3) (inches) 3073 pla 0.43 5.25 0 5.68 EE90 B C 1143 120 NOA 0-5 bermuda / small graln 0.5 1 3073 2a 0.43 5.96 0 6.39 EE90 B-C 1300 270 NOA 0-5 bermuda / small grain 0.5 1 3073 p1 b 0.43 2.05 0 2.05 EE90 B-C 446 270 NOA 0-5 bermuda / small grain 0.5 1 3073 p1t 0.43 2.59 0 3.02 EE90 B-C 565 120 NOA 0-5 bermuda / small grain 0.5 1 3073 p2b 0.43 4.66 0 5.09 EE90 B-C 1015 270 NOA 0.5 bermuda / small grain 0.5 1 3073 P3 0.43 3.21 0 3.64 EE90 B-C 776 215 NOA 0.5 bermuda ! small grain 0.5 1 3073 p4 0.43 2.02 0 2.45 EE90 B-C 440 173 NOA 0.5 bermuda ! small grain 0.5 1 3073 p5 0.43 1.93 0 2.36 EE90 B-C 382 242 NOA 0.5 bermuda J small grain 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used. 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'r' -Yl�[j yi,y�y1 �7Y�`\ -;• .c.A'f� }' r ,} y `S+ r �. l ' 1 ' #'�+�il'�pj �y"'1jr, ZS �`•'•+ �' r .1'. - .� 1 .,�i' r _ i t � t Y 1 �. 'k s I- a.- :I i,t7.}�P�i�jt'' h .3L.. .,y .�1• y -k r S ti a-u,.• [ -'�u� ,1, ,;m+ ii. ry '-:q , � ]� `; ,I �. t5 1,'1, , r' •'d: d� "�fI f' rP„ ,,,, .'J. e , fi.:F ,rn-v+'•+., „+ ° .Hi :v..,d 4 � urt<S '' a rr . .§. "o'�Y�,..r r 5 . ' +le'�^• A IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Landowner/ Operator Name Steve Grady Adress 1434 Beautancus rd MT. Olive, NC 28365 Telephone 919-658-5767 TABLE i - Field Specifications COUNTY Duplin DATE 11 /21 /00 FACILITY NUMBER 31-165 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length of pulls in feet Width of pulls in feet Soil Type Slope (%) Crop(s) Maximun Application Rate (3) (inlhr) Maxiumn Application per Irrigation cycle (3) (inches) 3073 p1a 0.2 2.84 0.15 3.19 EE90 B-F 1031 120 NOA 0-5 winter annuals/ cotton 0.5 1 3073 p2a 0.64 7.98 0.48 9.1 EE90 B-F 1287 270 NOA 0-5 winter annuaisl cotton 0.5 1 3073 p1b 0.64 2.54 0.48 3.66 EE90 B-F 410 270 NOA 0-5 bermuda I small grain 0.5 1 3073 p1 c 1 0.2 1.4 0.15 2.05 EE90 B-F 507 120 NOA 0-5 bermuda 1 small grain 0.5 j 1 3073 p2b 0.64 5.97 0.48 7.09 EE90 B-F 963 270 NOA 0.5 bermuda 1 small grain 0.5 1 3073 p3 0.2 3.18 0.15 3.53 EE90 B-F 645 215 NOA 0.5 bermuda 1 small grain 0.5 1 3073 p4 0.26 1.81 0 2.07 EE90 b-c 455 173 NOA 0.5 bermuda l small grain 0.5 1 3073 p5 0.51 2.01 0 2.51 EE90 b-c 361 242 NOA 0.5 winter annuals/ cotton 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used. Wettable Acre Computational Worksheet Completed by: Date I 0 State of North Carolina Department of EnviromrRECEIVED and Natural Resources OCT 11 2000 James B. Hunt, Jr., Govern , Bill Holman, Secretary Kerr T. Stevens, Director CERTH7 ED MAIL RETURN RECEIPT REQUESTED Steve Grady S&S #2 1434 Beautancus Rd Mt. Olive NC 28365 Dear Steve Grady: IT 0 0 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES October 2, 2000 Subject: Notification for Wettable Acre Determination Animal Waste Management System S&S #2 Facility Number 31-164 Duplin County _ A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only the acres that are wetted can be credited in the waste management plan as receiving waste application. Any acreage within the plan that can not be reached by waste application equipment can not be used as part of your plan. An evaluation by Dean Hunkele on 6/9/99 was made to review the actual number of acres at your facility that receive animal waste during land application. The evaluation of your facility has yielded one of the following two results as indicated by the box marked with an "X". Category 1: KThe evaluation of your facility could not be completed due to a lack of information. Please contact your Technical Specialist to assist in providing Dean Hunkele the necessary information to potentially exempt your facility from undergoing a complete wettable acre determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. if you have any questions please contact Dean Hunkele at (910) 395-3900. If within 90 days you are unable to provide Dean Hunkele with the information you are automatically required to complete a Wettable Acre Determination as described by Category 2 below, within 180 days of receipt of this letter. 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% post -consumer paper s' Notification for Wettable Acre Determination Animal Waste Management System Page 2 - i :• Category 2: ❑ Your facility has been identified by the Department of Environment and Natural Resources as a facility that may have overestimated the number of acres actually receiving animal waste. Therefore, some or-all-of-your.fields may be exceeding the allowable loading rates set in your Certified. Animal Waste Management Plan. In order to resolve this issue, please contact a designated Technical Specialist to have him or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must be one that has been approved by the Soil and Water Conservation Commission to conduct Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension Service, the Soil and Water Conservation Districts, the Natural Resources Conservation Service, and the Division of Soil and Water Conservation have received this special designation. You may also contact a private Technical Specialist who has received this designation, or a Professional Engineer. All needed modifications to your Animal Waste Management System must be made and the Wettable Acres Determination Certification must be returned to DWQ within the next 180 days. If the needed modifications are not made and if the form is not returned within the required time, DWQ will be forced to take appropriate enforcement actions to bring this facility into compliance. These actions may include civil penalty'assessments, permit revocation, and/or injunctive relief. Once a Wettable Acre Determination has been completed, a copy of the attached Wettable Acre Determination Certification must be submitted to the address listed on the form. Please note that both the owner and the Technical Specialist must sign the certification. A copy of all the Wettable Acre Determination documentation that applies to your Waste Utilization Plan must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will review all documentation during their annual visit of your facility. An additional copy must by kept on file at the local Soil & Water Conservation District Office. Please note that if you install or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer must also sign the Wettable Acre Determination Certification. 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 Sonya Avant of our Central Office staff at (919) 733-5083 ext. 571. Sincerely, Kerr T. Stevens ce: Wilmington Regional Office Duplin County Soil, and Water Conservation District Facility File State of North Carolina Department of Environment RECEIVE and Natural Resources Division of Water Quality MAR 3 1 1998 James B. Hunt, Jr., Governor BY: Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director February 13, 1998 CERTIFIED MAIL RETURN RECEIPT REQUESTED S teve Grady S&S #2 1434 Beautancus. Rd Mt. Olive NC 28365 Farm Number-31= T64 Tgo 1•• E N F1 ''s L 4-11t 41 Dear Steve Grad n,y You are hereby notified that S&S #2, in accordance with G.S. 143-215.10C, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: - North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit Post Office Box 29535 Raleigh, NC 27626-0535 If you have any questions concerning this letter, please call Katharine Keaton at (919)733-5083 extension 533 or Dave Holsinger with the Wilmington Regional Office at (910) 395-3900. Sincerely, _,Cr A. Pres on , Jr., P.E. cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 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 State of North Carolina Department of Environment and Natural Resources' Division of Water Quality Non -Discharge Permit Application Form r tip® (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) General Permit - Existing Liquid Animal Waste Operations The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections which are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. 1. GENERAL INFORMATION: 1.1 Facility Name: S&S #2 1.2 Print Land Owner's name: 1.3 Mailing address: 1434 Beautancus Rd City, State: Mt. Olive NC Zip: Telephone Number (include area code): 289-2111 1.4 County where facility is located: 1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / Integrators name (if applicable; please circle which type is listed): Murphy Farms Inc. Murphy Family Farms 1.8 Date Facility Originally Began Operation: 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 31 (county number); 164 (facility number). 2.2 Operation Description: Swine operation Feeder to Finish • 3672- Certified Design Capacity Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum number for which the waste management structures were designed. Type of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No. of Animals 0 Wean to Feeder 0 Layer 0 Dairy 0 Feeder to Finish 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals: r FORM: AWO-G-E 1/26/98 Page 1 of 4 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 31 396@ :Required Acreage (as listed in the AWMP): 31 F)'7614ci 2.4 Number of Lagoons: I ; Total Capacity: ___. Cubic Feet (ft3); Required Capacity: !2,1 ICS-')-b (ft3) Number of Storage Ponds: ; Total Capacity: (ft3); Required Capacity: (ft3) 2.5 Are subsurface drains present within I of any of the application fields? ES or NO (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? Y�+ S or Ig (please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRC//S Standards, etc.) (Swine Only) ES or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? 'f What was the date that this facility's land application areas were sited? I ELI 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. A tic nts Initials 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP must include the following components: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available -1 - Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 `17ie soil series -present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP. 3.3.7 The. PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3.11 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. If your CAWMP includes components not shown on this list, please include the additional components with your submittal. FORM: AWO-GE 1/28/98 Page 2 of 4 Facility Number: 31 - 164 Facility Name: S&S #2 4. APPLICANT'S CERTIFICATION: I, .+f v. _ -a 01, (Land Owner's name listed in question 1.2), attest that this application for . _ -,� i±� Z _ _ _ _ _ _ _ ._(Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me al incomplete. A Signature 5. MANAGER'S CERTIFICA I, Date �2_ : (complete only if different from the Land Owner) (Manager's name listed in question 1.6), attest that this application for (Facility naive listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 1/28/98 Page 3 of 4 DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98) Asheville Regional WQ Supervisor 59 Woodfin Place943 Asheville, NC 28801 (704) 251-6208 Fax (704) 251-6452 Avery Macon Buncombe Madison Burke McDowell Caldwell Mitchell Cherokee Polk Clay Rutherford Graham Swain Haywood Transylvania Henderson Yancy Jackson Fayetteville Regional WQ Supervisor W�chovia Building, Suite 714 Favetteville. NC 28301 (910) 486-1541 Fax (910) 486-0707 Washington Regional WQ Supervisor Washington Square Mall Washington, NC 27889 (919)946-6481 Fax (919) 975-3716 Beaufort Jones Bertie Lenoir Camden Martin Chowan Pamlico Craven Pasquotank Currituck Perquimans Dare Pitt Gates Tyrell Gr=e Washington Hertford Wayne Hyde Mooresville Regional WQ Supervisor 919 North Main Street Mooresville, NC 28115 (704)663-1699 Fax (704) 663-6040 Raleigh Regional WQ Supervisor 3800 Barrett Dr. Raleigh, NC 27611 (919) 571-4700 Fax (919) 733-7072 Chatham Nash Durham Northampton Edgecombe Orange Franklin Person uianvillt Vance Halifax Wake Johnston Warren Lee Wilson Wilmington Region. WQ Supervisor 127 Cardinal Drive Extension Wilmington, NC 28405-3845 (910)395-3900 Fax (910) 350-2004 Anson Moore Alexander Lincoln Brunswick New Hanover Blalen Richmond Cabarrus Mecklenburg 4 Carteret Onslow Cumberland Robeson Catawba Rowan Columbus Pender Harnett Sampson Cleveland Stanly Duplin Hoke Scotland Gaston Union Montgomery Iredell Winston-Salem Regional WQ Supervisor 585 Waughtoevn Street Winston-Salem, NC 27107 (910) 7714600 Fax (910) 771-4631 Alamance Rockingham Alleghany Randolph Ashe Stokes Caswell Surry, Davidson Watauga Davie Wilkes Forsyth Yadkin Guilford FORM: AWO-G-E 1/28/98 Page 4 of 4 . ANIMAL WASTE UTILIZATION PLAN Producer: STEVE C GRADY Location: 1434 BEAUTANCUS RD MT OLIVE NC 28365 Telephone: 919-658-5767 Type Operation: New Feeder to Finish Swine Number of Animals: 3672.00 hogs (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 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. Page: 1 ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, eta.) 3672 hogs x 1.9 tons waste/hogs/year = 6976.8 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3672 hogs x 2.3 lbs PAN/hogs/year = 8445.6 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------- APPLY RESID. APPLIC METH N TIME 3073 1 NOA BH 6.1 305 21.0 6405 I APR-SEP 3073 SG 1 150 1 121.0 11050 I SEP-APR 3073 I1 I IWAII1 111111 I 110.0 11000SEP-PR END z TOTAL18455 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. Page: 3 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED --- or ------ APPLY RESID. APPLIC METH N TIME END TOTALI0 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain 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. 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. Page: 4 ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BH HYBRID BERMUDAGRASS-HAY TONS 50 SG SMALL GRAIN OVERSEEDED AC 50 WA WINTER ANNUALS (I.E. Small Grains, etc.) AC 100 TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 WETTABLE LBS AW N USED _ACRES 31 8455 0 0 31 8455 * BALANCE -9.4 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 5 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1358.64 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 6793.2 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 22.644 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 54.3456 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 251 depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and Page: 6 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. jApplication RatejApplic. Amount Tract j Field Soil Type Crop (in/hr) (inches) 3073 j 1 WA I .35 I *1 3073 1 NOA BH I .50 I *1.0 3073 -1 SG .5 *1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. Page: 7 ANIMAL WASTE UTILIZATION PLAN NARRATIVE OF OPERATION THERE WILL BE APPROXIMATELY 10.0 IRRIGATABLE ACRES THAT WILL BE OVERSEEDED TO A WINTER ANNUAL COVER CROP. THIS CROP MAY BE EITHER GRAZED OR CUT FOR HAY. Page: 8 WASTE UTILIZATION PLAN REQUIRED__SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) S. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 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 or flies. S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 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. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied preplant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate - determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five ( 5 ) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page: 11 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm: S&S #2 Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: STEVE C GRADY (PIease print) /1 Signature: [�, Date: Name of Manager(If different from owner) : Signature: Date: Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 277 KENANSVILLE NC 28349 Signature: Date: Page: 12 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (-] etative or wooded buffers; ( ecommended best management practices; ((- Gand judgment and common sense Animal body surfaces Dirty manure -covered animals [3'trry floors Floor surfaces Wet manure -covered floors f6lotted Floors;' ' ('1 W terers located over slotted floors; { rders at high end of solid floors; { Scrape manure buildup from floors; ( ) Underfloor ventilation for drying Manure collection pits Urine (4-rrequent manure removal by flush,pit recharge,or scrape . Parital micorbial decomposition { } Underfloor ventilation Ventilation exhaust fans_ Volatile gases;- (fan maintenance; Dust (1,45licient air movement Indoor surfaces Dust Washdown between groups of animals { } Feed additives; () Feeder covers; (} Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon (] Flush tank covers liquid whiles tanks are filling O Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater {) Underfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon (] Extend*reehard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank.filling O Sump tank covers and drawdown Outside drain collection Agitation during wastewater ( I Box covers or junction bones conveyance End of drainpipes at lagoon Agitation during wastewater (} Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions { rc er lagoon liquid capacity Biological mixing { orrect lagoon startup procedures Agitation ( .nimum surface area -to -volume ratio ( nimum agitation when pumping O Mechanical aeration {) Proven biological additives Irrigation sprinkler nozzles High pressure agitation (1-ring to on dry days with little or no wind Wind draft (.nimum recommended operation pressure (YKUmp intake near lagoon liquid surface ( ) Pump from second -stage lagoon AMOC—November 11, 1996 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 micobial decomposition O Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying f } Remove settled solids regularly Manure, slurry or sludge Agitation when spreading ( Soil injection of slurrylsludges spreader outlets Volatile gas emissions {-lash residual manure from spreader after use { J Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying ( }/moil infection of slurry/sludges or sludge on field surfaces (<oil incorporation within 48 hours (4-9,pread in thin uniform layers for rapid drying ( ) Proven biological additives or oxidants Dead animals Carcass decomposition ( per disposition of carcasses Dead animal disposal. Carcass'decompositibn (} Complete covering of carcasses in burial pits' pits (} Proper location/construction of disposal pits Incinerators Incomplete combustion () Secondary stack burners Standing water around Improper drainage 4-tirade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained access roads ( arm access road maintenance roads from farm access Additional Information: Available From: Swine Manure Management; 0200 RuleBMP 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 Huse —Lagoon Treatment; EBAE 129-89 NCSU-BAE Lagoon besig 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.Assuranc•Program: NPPC Manual NC Pork Produces 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; PR0107, 1995 Conference Proceedings Florida Cooperative Extension The issues checked ( —Ll!(ertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. {Landowner Signatur AMOC--November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids &f F(ush.system is designed and operated sufficiently to remove accumulated sollds from gutters as designed. () Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids ffmaintain 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 S4 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 O 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 O 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). O Inspect for and remove or break up accumulated _ solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes and feed wastage AMIC--November 11, 1996 I I Eliminate low area that trap moisture along fences and other locations where waste accumulates and and disturbance by animals is minimal. O 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 () Remove spillage on a routine basis (e.g. 7-10 day Systems interval during summer, 15-30 days interval during winter) where manure is loaded for land application or disposal. . () Provide for adequate drainage around manure stockpiles. ( I Inspect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked ice) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. (Landowner Signat } 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 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 be at least 300 feet from any flowing steam 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. ( j 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) EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (91 O)395-3900 EMERGENCY MANAGEMNET SERVICES (EMS) (910)296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)296-2121 COOPERATIVE EXTERSION SERVICE (CES) (910)296-2143 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 you 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 ore may not be possible. Suggested responses to some possible problems are listed belwo. A. Lagoon_ overflow -possible solutions are: a. Add soil to berm to -increase elevation of'dam. b. Pump wastes to fields at an acceptable rate. c. Stop all 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 cause the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop irrigation pump. -c. -Close valves to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Make sure siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -possible action: a. Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 1 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 notes, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (e.ither on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone - -. After hours, emergency. number: 9.19-733-3942. Your phone call should include:- your name, facility number, 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 sitution. b. -.If.spill leaves property or enters surface waters, call local -EMS phonb number. c. Instruct EMS to contact local Helath 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 Sheriff's Department and explain you problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize off - site damage. a. Contractors Name: „ F a,- b. Contractors Address: c. Contractors Phone: qro "-.4H -.L( 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Enginee(; etc.) a. Name:- b. Phone. 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair. the system, and reassess the waste managment plan to keep problems with release of wastes from happening again. 2 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment.' Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason,.you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work hest because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns,.spr4nklers should be located along a transect perpendicular to the direction of pull.' Set ;out collection containers 25 feet apart along the transect on both sides `of the gun cart. You should compute the average application rate for all no.nuni€orrnity of the application. On a windless day, variation between containers of more Ahan 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. "Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual OPERATION & MAINTENANCE PLAN Proper lagoon liquid management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management -plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24=hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This maybe done by mowing, spraying, grazing, chopping, or a combination of thesepractices. This should be done at least once a.year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the.herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the' following. Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment---Iook for: 1. settlement, cracking, or "jug" holes 2. side slope stability ---slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack of vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to -wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by -the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not. con pletely "surprised" by .equipment failure. You should perform your pumping system. maintenance at a time when your lagoon is at its low level. This will allow some safety Milne should major repairs be required. Having a nearly full lagoon is not the time to think_ about -switching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts.or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that huts the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is -predicted, and then record the level again 4 to 6 hours after the rain (assumes there is. no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2.' Fill new'lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of -the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. _ 6. Maintain a periodic check on the lagoon liquid -pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of .-lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. Practice water conservation —minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Management: Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or �.: wherever, ithey are. installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator. Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure -spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement: -.Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention.. by :,the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to Iand with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it should be applied only at rates equal to the crop removal of phosphorus.. As with other wastes, always have your Iagoon sludge analyzed for its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from_ the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the darn. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: Modification of the lagoon structure —an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels --high levels are a safety risk. Failure to inspect and maintain the dam. Excess surface water flowing into the lagoon. Liner integrity ---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. A iIII-k . WASTE KANAGE-JE= PLAN CERTIFIC1iTION FOR NEW OR $SPANDED FEEDLOTS PIMa8n return the completed form to the Division of Environmental Hauagamamt at the addzean on the reverao aide of thin form. Name of farm (Please print): Steve GradY Faxm #2 Address: lull'-- 01ivP, M 28365 Phone No.: County: Duplin -- Farm location: Latitude and Longitode:3° _R6r_A7r),_]°_5g_!46Itrecru ired) Also, Please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.): Swine Design capacity (number of animals): 3672-F-eeder to Finish Average size of operation (12 month population avg.): 3672 Average acreage needed for land application of waste (acres)130 ---C-�-_�-'JYC--3-�CSY=�IaCavY-a-arsacca��[RMa�a�C�a��a:Yes=�C=ar3a��i�ssaC3a�=tea=�� Technical Spacialiat Certification As a technical specialist designated by the. North Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service 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 and their corresponding minimum criteria have -been veri`ied by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party); access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. Nam* of Technical Specialist (Please Print):M_ Kevin Weston_ Affiliation: Farms Inc. Address (Agency) : Phone No. 010) 299 244 ;*tom 592 Signature:-X.— _ - — -_ = Date: �Z _...___=�..=cz=a.mac=aaacr=�=a�aa:rac=nrraaa�=�[=araras ats=na=a=osca,ccc�n=�s��[ owner/Hanagar Agreemant I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for.the farm named above and will implement these procedures. I (we) know that any additional 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 Division of Environmental Management before the new animals are stocked. I (we) also understand that there must he no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 2S-year,- 24-hour storm. The approved plan will-'. be- filed at the If arm, and at the office.of the local Soil and Water Conservation District. Names of Signature: Hama of aanager, if diff from Date: .� ���Fq (Please print) Signature: NQtQ: A change in land ownership requires (if the approved plan is changed) to Environmental Management within 60 days of Date: notification or a be submitted to a title transfer. DE14 USE ONLY:ACNEW# new certification the Division of State of North Coroiinc Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Govern,_)r Jonathan B. Howes. Secretary A. Preston Howard. Jr., P.E Director CERTIFIQATIQU '-=QR NT'W O_P. EXPANDED ANIMLAL _FEEDLQTS INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR NEW OR E,LPANDED ANIMAL WASTE KMAGafENT SYSTEMS SERVING FEEDLOTS In order to be deemed permitted by the Division of Environmental Management (DU-0 , the owner of any new or expanded animal waste management - system constructed after January 1, 1994 which is designed to serve greater than or equal to the animal populations listed. below is required to submit a signed certification form to DE31 ba a the -new animals are stocked on the farm. Pasture operations are exempt from the requirement to be certified. 100 head of cattle 75 horsea 250 swine 1,000 sheep 30,000 hirdn with a liquid waste eyate= The certification must be signed by the owner of the feedlot (and manager if different from the owner) and by any technical specialist designated by the Soil and Prater Conservation Commission pursuant to ISA NCAC 6F .0001--0005. A technical specialist must verify by an on -site inspection that all applicable design and construction standards and specifications are met as installed and that all applicable operation and maintenance standards and specifications can be met. Although the actual number of animals at the facility may :%4Xy Eirom_ time. to -time, the design capacity, of ; thte ,waste handling system should be 'ttsed to determine if a farm is subject to the`certiEication'require-ment.: `For example-. .if. the --waste system for a feedlot is designed to handle 300 hogs. but the average population will be 200 hogs, then the waste management' system requires -a certification. This certification is required by regulations governing animal waste management systems adopted by the Environmental Management Commission (EMC) on December 10, 1992 (Title I5A NCAC 2H .0217). - On the reverse side of this page is the certification form which must be submitted to DE4 before new animals are stocked on the farm- Assistance in completing the form can be obtained from one of the local agricultural agencies such as the soil and water conservation district, the USDA -Soil Conservation Service, or the N.C. Cooperative Extension 5-e vice. The form should be sent to: Department of Environment. Health and Division of Environmental management Water Quality Section, Planning Branch P.O. Box 29535 Raleigh, N.C. 27626-053S Phone: 919--733-5083 Form ID: ACN-ZWO194 Natural Resources f, Steve W. Tedder, Chief Water Quality Section Date: i P.O. Box 29535, RQleigh. Norm Cororino 27626-0535 Telephone 919-733-7015 FA7C 919-733-2496 An Equod appordunity Atfwrnc7 ve Acllon Employer - POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458 (919)289.2111 November 1, 1994 Mr. Steve Grady 1434 Beautancus Road Mt. Olive, NC 28365 Re: Swine Farm Certification Dear Mr. Grady: Enclosed for your records is a copy of the final certification for your swine farm along with a copy of your waste utilization plan. Please be aware that you must keep a copy of this certification and the waste utilization plan at the farm site. Your farm is subject to inspection by the Division of Environmental Management at any time. Failure to 'have this information at the farm site or failure to follow the waste utilization plan puts you in violation of the State of North Carolina Non -Discharge Regulations (15A-NCAC-2H, Section .0200, Subsection .0217) and makes you subject to a Notice of Violation or fine from the Division of Environmental Management. If you have any questions regarding this certification, please call me at (910) 289-2111 ext. 592. Sincerely: M. Kevin Weston Engineering Technician cc: Kim Patram, Construction Dept. Duplin Soil and Water Conservation POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458 (919) 289-2111 November 1., 1994 Department of Environment, Health and Natural Resources Division of Environmental Management Water Quality Section, Planning Branch P.O. Box 29535 Raleigh, NC 27626-0535 Attn: Mr. Steve Tedder, Chief Re: Steve Grady Farm #2 - Swine Facility Certification Duplin County, NC Dear Mr. Tedder: Enclosed is the certification form for the above referenced swine farm. The area :required for spray irrigation of lagoon effluent has not been sprigged. By this letter, the Owner certifies that the area required for spray irrigation will be sprigged or planted with the crops as called for in the"Waste Utilization Plan within 180 days of the stocking date of" the farm. The lagoon effluent will be applied with the owners reel type irrigation equipment. Name of Technical Specialist: M. Kevin Weston Signature:_ Jy% _7 Date: Z Name of Land Owner: Steve Grady Signature-r ���!%!_` Date: cc: Steve Grady Kim Patram, Murphy Farms Construction Dept. I• a_ 1'y � i 9 s {f'/7 A / /` t z� a K IN S UNITED STATES DEPARTMENT OF AGRICULTURE -------------------------- SOILCONSERVATION SERVICE ------------ WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION NAME= `=-L �' `=-�_____ -------- TELEPHONE------------------- LDCATION7x'R 411_-Li" ------ _ ------------------ SIZE OPERATION 1�E-�'---TaE'-!"- a 7 LOCATION DATA DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER -Z-ZQ-FT. IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO -- If yes, SCS cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? j YES- J -- NO ---- If no, site must be reloca ed. IS SITE WITHIN 1 MILE ZONING -JURISDICTION OF A MUNICIPALITY? YES -- NO_�L - If yes, landowner should consult with local zoning board about required permits. Permits must be obtained prior to design approval. Are utilities in construction area? YES----- NOJ--- If yes, see Part S03 of the National Engineering Manual and follow policy. (Copies of maps or other reference materials may be attached to site evaluation.) Page 1 WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY , NON -CROPLAND? YES--=-- NO ---- If yes, producer must complete a Form AD--1026. Co,-npj --En WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO --'1--- IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL MANAGEMENT. (A copy of AD-1026 and CPA-026 should be attached to site evaluation.) OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES---- NO-)Ll- - IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES----- NO --- IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THF� PLANNED AREA? YES---- NO----- ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPO TANT FARMLANDS IN THE OPERATING UNIT? YES-2- NOM�! WILL THE ACTION RESULT IN SODBUSTING? YES---- NO If yes to any o:` these quest ons,' refer to form NC-CPA-16 for policy sources. The form ldoes not need to be completed_ ODOR CONTROL HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.......... ........PREDOMINANT WIND DIRECTION? YES---- NO - ........ POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS TO 3 CU . FT. / LB . OF ANIMAL? YES -- NO----- ........PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE CAPACITY? YES-�-- NO ---- ........USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES---- NO ---- Page 2 WASTE MANAGEMENT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAN+ APPLY WASTE? YES---- NO ---- IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES------ NO ---- IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND ON WHICH TO APPLY WASTE? YES---- NO ----- (Attach Waste Utilization Plan to site evaluation.) SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACKED IS SOIL SUITABLE FOR LAGOON? YES- - NO------ ISA CLAY LINER REQUIRED? YES V---- NO------ IFYES, IS CLAY AVAILABLE-ONSITE? YES-X--- NO------ QUESTIONABLE---y --- IS A CORE TRENCH REQUIRED? YES - NO ------ (Attach soil investigation sheet to site evaluation.) SITE APPROVED YES------ NO------ CONDITI COMMENTS------��-}ri__ ��.CL_ Cf,`` S-------- _-LU - f N 111-of-j L=4't-'-\ ----- THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE INVALIDATED. ZSIGNATURE- - Q-S�--- DATE-3- - Page 3 +�A j elliii/1 J(,G'OUh�Qf n (/11I£ (�,Jctt �+ jr�Z. U 7L A ra GEC., u-r" G r-'7Q f of 12a'rw a Cy--e f a r-e QVA r /a'/41_' J G'elr A-m C4 1-Ye1-Ye it (j.lAs1 d L /p d4[.�r-S res f v n 1, 4, k e� � f 4%� 1S n O `1 a vcu 1G l e- r T'e C.d • H 'kaQ-e-- d- V" i1 U �sf i SCS-ENC-538 U. S. OEPARTMENT OF AGRICULTURE Re, 5-70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE CROPASTURE PLAND-ACRFSACRES . • . f •. . ! r. • SK=H OF PROPOSEWPOND SHOWING WHEREBORINGS ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ . BORING NUMBER A.ND.. Make and list d4m-silt and spillwaV borinos first- Men ponded area and bpsvow pit burinas-iiwarcle with avrftal red linc 0!©i�iii©�i�f0#�lmi®l®1®'Em!®!'�[01Q�`mC0!mIQI� ■�■�!!■1■1■�■`.■:. 1 ■!■�■1■1■lei■!■I■!■■1■I■I■[!! �i��7�,1■�, i �fii'�■I■]i■Ij■[■i■{[■i■�I■I■■[■i■[■l■ moinglimin's, s■■■n■[■■I■N� ■ ■.■■',■�■j BORINCS MADE _ TYPES OF MATERIAL ENCOUNTERED IN BORINGS - (Use one of systems below) UNIFIED CLASSIFICATION USDA CLASSIFICATION GW - Well graded gravels; gravel. sand mix --• g- gravel GP - Poorly graded gravels • '" s - sand GM - Silty gravels; gravel -sand -silt mix vfs-very fine sand GC -Clayey gravels; gravel -sand -clay mix sl - sandy loam SW -Well graded sands; sand-grivel mix fsl -fine sandy .loam " SP -Poorly graded sands 1-.loam. Shl - Silty sand - SC -Clayey sands; sand -clay mixtures ML - Silts; silty, v. fine sands; sandy or clayey silt gl - gravelly. loam si - silt sil - silt loam - CL - Clays of low to medium plasticity cl -clay loam CH -Inorganic clays of high plasticity sicI-silty clay loam MH - Elastic silts scl -sandy clay loam OL-Organic silts and silty clays, 10W plasticity sic -silty clay OH -Organic clays, medium to high plasticity c - clay L Suitable material for embenlr—ent is available QYes M No andimte wAwm iow(ea on th. stretch on rswme skid REA ARKS_ S-p LAV' l el¢'qrzj does 0+ e'6LUXi —it 5 ACRES or NM-v r r, or .. "saW Q LA r► ci m-Dr e- 0Lc_ R_ . g W; I t h qve %o b CoN ver4eA 4-b 9 r 455 2- Explain hazards requiring special attention in design iS 4PCM sarirsv_n=k r(c) GENERAL REMARKS: 24 25 Zb 27 28 M 30 31 32 11 33 11 34 35 136 (13711 38 39 11 40 11 41 1 42 1 43 44 11 45 1 48 47 48 49 50 51 f 1 I ! i1 1' I I C 750 1. ti ff. I 5 J"f JI -S"A- WASTE UTILIZATION PLAN FOR Steve Grady Rt. 2 Mt. Olive NC 28365 June 22, 1994 Your animal waste utilization plan has been specifically developed for your 3672 FEEDER TO FINISH 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 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 and annual soil tests are encouraged so that all plant nutrients and lime can be balanced for realistic yield of the crops 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 environ- mentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. The amount of available nitrogen for plant use is dependant on the method of application. Soil type is important due to different leaching potential and yield 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 the nutrients for crop production and reduce the potential for pollution, waste should be applied .to a growing crop or not more than 30 days prior to planting. Soil incorporation of the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this,type of facility. Annual acreage requirements may be more or less depending on the specific waste analysis report for your facility at the time of irrigation. Your waste utilization plan is based on the following: TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR ------------------------------------------------------------------------- NUMBER OF j TONS WASTE PER TONS WASTE ANIMALS - TYPE OF ANIMALS 1000 ANIMALS PER YEAR 3672 FEEDER TO FINISH 1900 6976.8 TABLE B. SUMMARY OF CROPS BY FIELD TRACT FIELD SOIL ACRES CROP CROPCODE 3073 lA NoA 12.30 HYBRID BERMUDAGRASS HAY BH 3073 1B NoB 10.24 HYBRID BERMUDAGRASS HAY BH 3073 lA NoA 4.1 SMALL GRAIN PASTURE SGP 3073 1B NoB 3.4 SMALL GRAIN PASTURE SGP 3073 ---------------------------------------------------------------------------- UN1 AuB 4.1 HYBRID BERMUDAGRASS HAY BH TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE CROP SOIL Y:IELD.UNITS TOTAL N *TOTAL P *TOTAL K HYBRID BERMUDAGRASS HAY AuB 5.5 TONS 275 0 140 - 160 HYBRID BERMUDAGRASS HAY NoA 6.0 TONS 300 0 140 - 160 SMALL GRAIN PASTURE NoA 1.5 TONS 75 30 - 50 50 - 70 HYBRID BERMUDAGRASS HAY NoB 6.0 TONS 300 0 140 - 160 SMALL GRAIN PASTURE NoB 1.5 TONS 75 30 - 50 50 - 70 * Total phosphate and potash amounts should be confirmed with a soil test. TABLE D. WASTE MANAGEMENT BY FIELD --------------------------------------------------------------------------- CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE j3073 lA BH IRRIGATE SWINE 300 APRIL TO OCT 1B BH -IRRIGATE SWINE 300 APRIL TO OCT 1A SGP IRRIGATE jSWINE 75 OCT-NOV & FEB-MAR 3073 1B SGP 1IRRIGATE SWINE 75 OCT-NOV & FEB-MAR ;3u73 j UN1 BH jIRRIGATE SWINE 275 APRIL TO OCT The acres, crops, and application method shown in the preceding tables will accommodate approximately 3674.7 animals of the type shown in Table A. If more commercial fertilizer is used than is shown in Table D, then additional acres of land will be needed. A 3 - 15 feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. ADDITIONAL COMMENTS -ij i A A 42/-a ,4a ct rs 1`e.�/As/Yfr � � 1 � � a Cor-jZ44i �r r CeCrec. Meow-e of $ n -. tc� ` Gl Allc S v4 �� l�� GvAf� 1r r, . _ �L7 _ Ct-•" f F C r �u-�e i ,f _ _ o 4!!a 1 I S l e �h rJ 'u n �- - - uMe C& V6, Prepared by: ! :Gn nti �fc 6 LlC.crtn Title S r`l LGA1-ej-rroCJOB s �-r Concurred in by: , • Date Producer X LU z O N R1 V PD4 w O N I I I I I I I I I ' + I I I� - t ,fiw=x9 ! � � � i F '�I .� i _Ac a•,��Ir" +Ir :,III{'1�1 � ',4%�� e R — '.'• ;'e41f t ;• • .O +s.i' .1 -� e / � �M i r Ifli �i; ' �I,ii � � 4 j 't'sfe �� ' �';�,,. l�•� '� `�•• �, 't y ir '�fllr rl 1��llt�rli� I i" rr '� tf• I 'if I.A• W s• ,.r.• - ,. •1l. j1; 1—t''�—•�_' .j�� /y, aI ,'��x•. 'i4�'' i, '.i ' area is71 .. ' I!I ' � •'y!• .J ti � `•' • w� pe r � � •.i; ' off � i1�1f i111j1, (jig � n ♦ �r � .. ( 1 %� •�' .. °.��„ ! ! i R .1 �''4 •'t. •Ill ill} ;t u'"' � •� I I �� 1 u,.� t ti j � f '.' ` _ " 1 �,•I � II � M.. '� '„i� L.•-�:. � �' r' f �.� { � � �`•, � '"� �� ��i� �/'• •a• err' � j�fl ; ► \ 1 . ; 1 if lyCC e� :� oo ran ram. - 'Manure from Pits PSWCD 1 LIVESTOCK WASTE SAMPLING, ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES I. SAMPLE COLLECTION - A. Liquid Manure Slurry - 1. Under -slotted -floor pit a. _Use a length of 1/2" conduit open on one end and that.can be easily sealed on the other end (e:g., by placing one's thumb over the end of the conduit). b. With both ends of the conduit open, extend it into the manure to the pit door. c. Seal theupperend of -the conduit trapping the manure that has entered the lower end, remove and empty into a bucket or container. c. Collect samples from at least 5 locations or at least enough for a total of 1 quart of slurry. e. Thoroughly mix this slurry and empty approximately 1/2 pint into sample container. 2. Exterior storage basin or tank a. Make sure the manure has been well mixed or homogenized with a liquid manure chopper -agitator pump or propeller agitator. b. Take samples from approximately 5 locations in the pit, from the agitator pump, or from the manure spreader and place.in a bucket. 4 c. Thoroughly mix and empty 1/2 pint into sample container. II. SAMPLE PREPARATION AND TRANSFER A. Place the sample for analysis into a flexible or expandable container that can be sealed. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag such as a freezer bac B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand -delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing matey, such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis Lab provides this service for a nominal fee of *3'per sample which should be forwarded along with the sample. PSWCD l 1. Address: N. C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 Attn: Dr. Ray Campbell F. Request that as a minimum the fallowing analyses be performed: 1. Total nitrogen (TKN) 2. Ammonia nitrogen (NH N) 3. Total phosphorus (TP 4. Potassium .(K) 5'. 'Dry Iittersamples should also include a total solids (T5)-'analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals.. r Layuun Liquid PSWCD 2 I. SAMPLE COLLECTION B. Lagoon Liquid 1. Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the flush tanks. 2. From lagoon a. Place a small bottle (1/2 pint or less) on the end of a 10-15 k foot long pole. b. Extend the bottle 10-15 feet away from the bank edge. ' - r c.Brush away any floating scum or -debris so it -is not collected with sample. d. Submerge the bottle within 1 foot of the liquid surface. e. Repeat at approximately 5 locations around the lagoon, place into a bucket, thoroughly mix, and empty 1 pint into sample container. 3. From a multi -stage lagoon system collect sample from lagoon that is going to be irrigated from. II. SAMPLE PREPARATION AND TRANSFER A. Place the sample for analysis into_a flexible or expandable container that can be sealed.. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag such as a freezer bae B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand -delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing materi such as newspaper, then.boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of ` $:4 per sample which should be forwarded along with the sample. 1. Address: N. C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919 ) : 33-2655 ^.t4n: Dr. 10%z Campbell PSWCD 2 F. Request that as a minimum the following analyses be performed: 1. Total nitrogen (T KN) 2. Ammonia nitrogen Mi N)' 3. Total phosphorus _4. Potassium (K) 5. Dry litter samples should also include a total solids (TS) analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals_ y4 SC'- POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458 (919) 289-2111 August 18, 1994 Mr. Mike Sugg District Conservationist USDA - Soil Conservation service PO Box 277 Kenansville, NC 28540 Re: Steve Grady - 3672 Feeder to Finish Dear Mr. Sugg: Enclosed for your review is the completed Animal Waste Management Plan for the above referenced swine farm. Specific items included in this package are as follows: - Location Map -- ASCS Tract Map - Soils Investigation Report - Lagoon Calculations Spreadsheet - Operation & Maintenance Plan for Lagoon - Construction Specifications for Lagoon - Site Seeding Requirements - Earthwork Calculations - Waste Utilization Plan (***N/A for contract growers***) - Site Plan with Construction Details It is my understanding that the Waste Utilization Plan for this farm will be developed for the grower by your office. Please contact me at (910) 289-2111, ext. 592 if you have any questions concerning this package. POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458 (919)289-2111 Sincerely: / /ems .,- 4�1 a M. Kevin Weston Engineering Technician MKW Enclosures cc: File Steve Grady (complete package) Faison Smith, Murphy Farms Construction Dept. (site plan only) t -.,?a "%,C* A Y N J!, 3 rip LN 4h, 1.5 44 Z- LAGOON SITE SOILS INVESTIGATION PROJECT: 3 -rove COUNTY: 'b tA-rt_j N FIELD INVESTIGATION BY: SW / XW DATE: 7%z.&M, SITE SKETCH-�==Y ADGn/o✓ !r£ f L�Er E� llbw eleto f y t• -- _ f I �� •r Lj 1 BORING DEPTH SCALE WT T BORING NUMBER AND PROFILE 0' / I 0 Pirtw. yt 3 " 0 Lf fIAl.�. srse.. fl J' Io /Fig+ 7'- Z •` ��' S2L - f�'r 7. /Lrt: w.�' Q •� !� � aaa.. L)LwL ie ��•S�- A �irf/71frfP L•2�'T//rn /4,f %�- �" �O!•..�,7 i�/ y�T� 2• D - �i• co f� •rr. ... �/ - G • /C L BORING / SAMPLING METHOD: i3,�X,,oy SIGNATURE: t I;.,r•i+ LJ;Ole ¢ 11' uf_ff;I la If c-;-tl Operator:STEVE GRADY County: DUPLIN Date: 06/18/94 Distance to nearest residence (other than owner): 0.0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 3672 head (finishing only) x 135 lbs. = 495720 lbs 0 sows (farrow to wean) x 433 lbs. = 0 The 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other 0 Total Average Lire Weight = 495720 The 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 495720 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet)---------------------- 200.0 Inside top width (feet)---------------------- 475.0 Top of dike elevation (feet)----------------- 56.0 Bottom of lagoon elevation (feet)------------- 44.0 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon)------------------ 3.0 : 1 Total design volume using prismoidel formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 194.0 469.0 11.0 AREA OF TOP LENGTH * WIDTH = 194.0 469.0 AREA OF BOTTOM LENGTH * WIDTH = 128.0 403.0 90986 (AREA OF TOP) 51584 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 161.0 436.0 280784 ( AREA OF MIDSECTION * 4 ) CU. FT. = [AREA TOP (4*AREA MIDSECTION) AREA BOTTOM] * DEPTH/6 90986.0 280784.0 51584.0 1.8 Total. 04-sinned Vn1 Ilmr Airai 1 nlh 1 a = 7,7r.1 nri C11 c•r 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 200.0 475.0 95000.0 square feet Buildings (roof and lot water) i c 0.0 square feet Describe this area. TOTAL DA 95000.0 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 = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 905515 gals. or 121058. 2 'cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that.recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall - 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 55416.7 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 59375.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 121058 cubic feet 5B. 0 cubic feet 5C. 55417 cubic feet 5D. 59375 cubic feet TOTAL 235850 cubic feet 6. SUMMARY Temporary storage period===========--=---===> 180 days Rainfall in excess of evaporation===========> 7.0 inches 25 year - 24 hour rainfall===---------- ----__> 7.5 inches 1.0 feet Side slopes=====------------------,-_________> 3.0 : 1 Inside top length=========---===_=_'========> 200.0 feet Inside top width=====--==--============----=> 475.0 feet Top of dike elevation=======---=============> 56.0 feet Bottom of lagoon elevation==================> 44.0 feet Total required volume=====------============> 731570 cu. ft. Actual design volume==-============--=======> 776149 cu. ft. Seasonal high watertable elevation (SHWT)===> 48.0 feet Stop pumping elev. _________________-------__> 52.0 feet +� Must be > or = to the SHWT elev.==========> 48.0 feet Must be > or = to min. req. treatment el.=> 50.0 feet Required minimum treatment volume===========> 495720 cu. ft. Volume at stop pumping elevation============> 520768 cu. ft. Start pumping elev._________________________> 54.2-feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 716774 cu. ft. Volume at start pumping elevation===========> 704627 cu. ft. Required volume to be pumped================> 176475 cu. ft. + Actual volume planned to be pumped==========> 183859 cu. ft. + Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY : APPROVED BY:j.led-j'e! DATE: DATE Q4�"¢ NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN ------------------------------ 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 year - 24 hour storm for the location. 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 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. i A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 54.2 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 52.0 . This temporary storage, less 25 yr- 24 hr storm, contains 176475 cubic feet or 1320032 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. S. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. B. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Hatural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SHEET 1 OF 2 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. Earthfill 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 will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using 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 NG 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 SCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 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. 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 whale 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 OF EXISTING TILE DRAINS ------------------------------- When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH. SEEDING SPECIFICATIONS ---------------------- AREA TO BE SEEDED: 4.5 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 270.0 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 30 135.0 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 TOIJUNE 15 0.0 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: 4500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 9.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 450.0 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. 8Us6pl@h0s0b3T@OBUs0pl@h@s@b3TSUs0p10hl2v3T@8.0@C@8.@@C Operator:STEVE GRADY County: DUPLIN Date: 08/01/94 Distance to nearest residence (other than owner): 0.0 feet 1. AVERAGE LIVE WEIGHT (ALW) @ sows (farrow to finish) x 1417 lbs. - 0 lbs 0 sows (farrow to feeder) x 522 lbs. - @ lbs 3672 head (finishing only) x 135 lbs. - 495720 lbs 0 sows (farrow to wean) x 433 lbs. - 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other @ Total Average Live Weight = 495720 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 495720 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) 200.0 Inside top width (feet) 475.0 Top of dike elevation (feet) 56.0 Bottom of lagoon elevation (feet) 44.0 Freeboard (feet) 1.0 Side slopes (inside lagoon)- 3.0 : 1 Total design volume using prismoidal formula SS/END1 SS/EN02 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 194.0 469.0 11.0 AREA OF TOP LENGTH * WIDTH = 194.0 469.0 AREA OF BOTTOM LENGTH * WIDTH = 128.0 403.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 90986 (AREA OF TOP) 51584 (AREA OF BOTTOM) 161.0 436.0 280784 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 90986.0 280784.0 51584.0 1.8 Total Designed Volume Available = 776149 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length I Width = 200.0 475.0 95000.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 95000.0 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 = 495720 lbs. ALW/135 lbs. ALW *' 1.37 gal/day 180 days Volume = 905515 gals. or 121058.2 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 55416.7 cubic feet 5D. Volume of 25 year — 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 59375.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 1.21058 cubic feet 5B. 0 cubic feet 5C. 55417 cubic feet SD. 59375 cubic feet TOTAL 235850 cubic feet 6. SUMMARY Temporary storage period ) 180 days Rainfall in excess of evaporation ) 7.0 inches 25 year — 24 hour rainfall 7.5 inches ) Freeboard ) 1.0 feet Side slopes ) 3.0 : 1 Inside top leng.. ----) 200.0 feet Inside top width ) 475.0 feet Top of dike elevation ) 56.0 feet Bottom of lagoon elevation ) 44.0 feet Total required volume ) 731570 cu. ft. Actual design vol um ) 776149 cu. ft. Seasonal high watertable elevation (SHWT)--- =) @.0::fe>t Stop pumping elev. 52.0 feet ) Must be ) or = to the StUT elev. ) 0.0 feet Must be ) or = to min_ req. treatment el.=) 50.0 feet Required minimum treatment volume => 495720 cu. ft. Volume at stop pumping elevation ) 520768 cu. ft. Start pumping elev. 54.2-feet ) Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.— 24 fir. rainfallT) 716774 cu. ft. Volume at start pumping elevation => 704627 cu. ft. Required volume to be pumped- 176475 cu. ft. ) Actual volume planned to be pumped -- ) 183859 cu. ft. Min. thickness of soil liner when required-=) 1.8 feet 7. DESIGNED BY: APPROVED BY: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: / SUsOp10hOsOb3TO08Us0pi0h0s0b3TBUs0p10hl2v3T08.00C08.00C SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN 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 year — 24 hour storm for the location. 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 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s)_ If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. 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: I. It is strongly recommended that the treatment lagoon be pre — charged to 1/2 its capacity to prevent excessive odors during start—up. Pre —charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling_ 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump —out of the lagoon when fluid level reaches the elevation 54.2 as marked by permanent marker. Stop pump — out when the fluid level reaches elevation 52.0 . This temporary storage, less 25 yr— 24 hr storm, contains 176475 cubic feet or 1320032 gallons. SHEET 2 OF 2 A. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. 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. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 fleet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. 8Us@pl@h@s@b3T@08Us@p19h@s@b3T8UsOpl@h12v3T@8_0@C@8_@@C SHEET 1 OF 2 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. Earthfill 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 will be considered adequate when fill material is observed to -consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT,,OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment..of the lagoon shall be installed using 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 SCS approved material (ie — CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 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 0698 Dry Unit Weight of the liner material. 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 OF EXISTING TILE DRAINS When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH. MURPHY FARMS , INC. ENGINEERING DEP.AR`INEN`I' FARM DESIGN QUESTIONNAIRE #4 The following information on new farm or farm expansion designs must be provided to the Murphy Farms Engineering Department by the grower. This information is vital to the design process and must be received before the project can be scheduled for design. ,Z GROWER INFORMATION: S S %F M Name: S4,f c/L _ --- Address: Telephone:i611 % FARM INFORMATION: County Z�I,o% Type of Operation: g4 # Buildings to be built and type: # of Animals: -3�9o�z Population Date: s. /�i�S U� XGTd'-c Do you request that the lagoon be designed for sludge accumulation? Designing the lagoon for sludge accumulation over a 10 - 15 year period can increase the total lagoon volume by approximately 50% - 75%. if the lagoon is not designed.for sludge accumulation, the permanent treatment volume will be reduced more quickly and more frequent sludge removal will be required to maintain the proper treatment volumes. Current SCS guidelines do not require that lagoons be designed for sludge accumulation, although it is recommended. Please indicate whether.or not you want the lagoon //designed for sludge accumulation. 1,451 /f/ m WASTE UTILIZATION PLAN: In accordance with North Carolina Administrative Code 15A-NCAC-2H Section .0200, Subsection .0217, under the jurisdiction of the Division of Environmental Management (DEM), any new or expanded animal waste management system must i ve an approved animal waste management plan which includes a waste utilization plan. The Soil Conservation Service will prepare this waste utilization plan for you; however, it is the Grower's responsibility to request this from SCS. This request should be made prior to the initial site visit by SCS so that information for the waste utilization plan can be gathered along with the soils information. A copy of Subsection .0217 of the above referenced regulations is attached for your information. OTHER INFORMATION TO BE SUBMITTED WITH THIS FORM: - Location Map (include road numbers and approx. distance to nearest intersection) - ASCS Tract Map showing tract numbers of the building site. On this map indicate the locations of any ditches, draws, waterways and fresh water welLss,at or near the building and lagoon site. -- Copy of SCS Soils Investigation Report for lagoon site - Boundary survey map of the property if available - Shortest distance from lagoon or buildings to nearest residence (other than grower) and to other hogs. - If this operation will require any land clearing, the grower must fill out a Form AD1026 at the ASCS Office to schedule an inspection for wetlands determination. A copy of the results of this determination must be submitted to Us. Signature of Grower: /� �'V Date: b 2 i1' STATE OF - ,NORTH CAR OLINA DEPARTMENT OF ENVIRONMENT, HEALTH, & NATURAL RE S O UR CE S DIVISION OF ENVIRONMENTAL MANAGEMENT Administrative Code Section: 15A NCAC 2H .0200 - Waste Not Discharged to Surface Waters Amended Effective: September 9, 1993 Environmental Management Commission Raleigh, North Carolina i LL EHA'R - &WIROM11ENTAL MAiVAGErb1&VT T15A: 02H .0200, ' Amended Eff. February 1, 1993; October 1, 1990; October 1. 1987; January 1, 1934. .0212 ADNEMSTRATI« HE kR GS History Note: Statutory Authority G. S. 143-215.3(a)(1); 143-215. 4: 143-215. 1 (e); Eff. February 1, 1976; Amended Eff. October 1. 1987; Repealed Eff. August 1, 1988. .0213 MODIFTQATION AND REVOCATION OF PEP -NUTS Any permit issued by the Division pursuant to these Rules is subject to revocation, or modification upon 60 days notice by the Director in whole or part for good cause including but not limited to: (1) violation of any terms or conditions of the permit; (2) obtaining a permit by misrepresentation or failure to disclose fully all relevant facts; (3) refusal of the permittce to allow authorized employees of the Department of Environment, Health, and Natural Resources upon presentation of credentials: (a) to enter upon permittee's pretniscs on which a system is located in which any records are required to be kept under terms and conditions of the permit; (b) to have access to any copy and records required to be kept under terms and conditions of the permit; (c) to inspect any monitoring equipment or method required in the permit; or (d) to sample any discharge of pollutants. (4) - failure to pay the annual fee for administering and compliance monitoring. History Note: Statutory Authority G.S. 143-215.3(a)(1); 143-215. 1 (b)(2); Eff. February 1, 1976; Amended Eff. February 1, 1993; August 1, 1988; October 1, 1987; November 1, 1978. .0214 INVESTIGATIONS: MONITORING AND REPORTING History Note: Statutory Authority G.S. 143-215.3(a); 143-215. 1 (b); Eff. February 1, 1976,• Amended Eff. November 1, 1978; Repealed Eff. October 1, 1987. .0215 DELEGATION OF AUTHORITY For permits issued by the Division, the Director is authorized to delegate any or all of the functions contained in these Rules except the following: (1) dettial of a permit application; (2) revocation of a permit not requested by the permittec; (3) modification of a permit not requested by the permittee. History Note: ' Statutory Authority G.S. 143-215. 3(a)(1),- 143-215.3(a)(4); Eff. February 1. 1976; Amended Eff. February 1, 1993; October 1, 1987,• February 1, 1986. .0216 LIMITATION ON DELEGATION -History Note:. Statutory Authority G. S. 143-215. 3(a)(1); 143-215. 9(d); 143-215. 3(a)(4); Eff. February 1, 1976; Repealed Eff. February 1, -1986. .0217 PER UT iNG BY REGULATION (a) The following coudiscbarge facilities are deemed to be permitted pursuant to G.S. 143-215. t(d) and it shall .00t be necessary for the Division to issue individual permits for construction or operation of the _ _- .. .... _ ..-.._-'� --• /`nor .,�.,._..._ EHXR - EYWRUNMEVTAL..1f.-VAGEMEA-7 TI_.a: 02H .0200 , r following facilities: (1) Animal waste manage`:'-: sYste :ts for which waste does not reach the sur.ac: waters by runon. dr n'. ci-e : i:-::iitatiou or di:ec:.:isc3arge during operation or land appllcattco and which meet the following criteria: (A) Systems which are designed for, and actually serve, less than the following number of animais and all other systems not specifically mentioned in :his Rule: 100 ..,d of _aG!e 75 horses ?S94swine 1.000 Oct:) 30,000 birds with a liquid waste system Although these systems are not required to obtain an approved animal waste managemcar plan. animal waste tr:.atrncnt and storage facilities such as, but not limited to, lagoons, ponds, and drvstacks which are designed and constructed to serve new, upgraded or expanded facilities uncle: these size criteria are encouraged to meet the same minimum standards and specifications as required for an approved animal waste management plan. Systems that are determined to have an adverse impact on water quality may be required to obtain an approved animal waste management plan or to apply for and receive an individual nondischarge permit. from DEM. (13) Poultry operations which use a dry lirter system if records axe maintained for one year wbica include the dates the litter was removed, the estimated amount of litter removed and the location of the sites where the Litter was land applied by the poultry operation. the waste is applied at no greater thatr-agropomicrate$ and if litter is stockpiled nor -closed than 100 feet from perenniai waters as indicated on the most recent published version of U-.S.G.S. l d.000 (7.5 minute) scale topographic maps and other waters as determined by the local soil and water conservation district. If a third party applicators is used, records must be maintained of the name, address and phone number of the third party applicator. (C) Land application sites under separate ownership from -the waste generator, receiving a6mal waste from feedlots which is applied by either tht'geeratoi• or a third party applicator, when all the following conditions are met: (i) the waste is applied at no greater than agronomic rates; (ii) a vegetative buffer (separation) of at least 25 feet is maintained from perennial waters as indicated on the most recent published version of U.S.G.S. 1:24,000 (7.5 minute) scale topographic maps and other waters as determined by.the local soil and water conservation district, if a wet waste application system is used. (D) Existing animal waste management systems serving equal to or greater than the number of animals as listed in Part (a)(1)(A) of this Rule until December 31, 1997. In addition, a registration form for the system must be submitted to DEM on forms supplied or approved by DEM pursuant to paragraph (c) of this Rule. Systems that are determined to have an adverse impact on water quality may be required to obtain an approved animal waste, maca;emcat plan or to apply for and receive an individual uoadiscbargc permit from DEN1. (E) -Existing animal waste management SvstCms serving equal to or greater than the number of animal• as listed in Part (a)(1)(A) of this Rule, which have an approved animal waste management plant by December 31. 1997. Systems that do not have an approved animal waste management plan or are determined to have an adverse impact on water quality may be required to apply for and receive an individual nondischarge permit from DEM. (F) New and expanded animal waste management systems serving equal to or greater than the number of animals listed in Part (a)(1)(A) of this Rule which art placed in operation during the period from the effective date of this Rule through December 31. 1993 and which submitted a registration form for the system to DEM on forms supplied or approved by DENT. Systems that arc determined to have an adverse impact on water quality may be required to obtain an approved animal waste management plan or to apply for and receive an individual nondischarge permit from DEM. (G) New and expanded animal waste management systems serving equal to or granter than the number .r , 7\_ r.1 rr1•T(-^ .f 7-T� _ ('rlrf` n, . EAVR - E.VZTRON.IIEVT-I_L 31.-UVAGENENT T154- 02H .0200 of animals listed in Pant ,at(l)(A) of this Rule, which have an approved animal waste management plan after Deccmbe: 31. 1993. ([-1) For the purpose or :t;is Rule, th= prcz_.....:s :cr t_ de _iopneat of in approved animal waste management plan shall be as follows: (i) T::e ague al waste management practices or combination of practices which are selected to comprise a plan for 3 specific feedlot must meet the minimum standards and specifications of ;he U.S. DeFinment of Agriculture - Soil Conservation Service contained in th= Field Offics Technical Guide or the standard of practices adopted by the Soil and Water Commission or standards for any combination of practices wnizi provide wattr quaiic� protection and are approved by one of these two agencies. - (ii) Plans must be ctrtificd by any technical specialist designated pursuant to rules adopted by tb Soil and Water Caaservation Commission and the certificate submitted to the DES[ central office on fortes approved or supptied•by-DE.M. -The-technical specialist must certify that the best management practices which comprise the plan mc_t the applicable minimum standards and specifications. Should the Soil and Water Conservation Commission fail to adopt rules to implement the provisions of this Rule within 12 months of its e,-:ective dare, all ami :=ai waste management systems that would have been required to obtain an approved animal waste management plan must apply for and receive an individual noedischarge permit from the Division of Environmental Management. (iii) The land application buffers must meet the conditions established in Subpart (a)(1)(C)(ii) of this Rule. (iv) The waste shall cot be applied at greater than agronomic rates. (v) For new or expanded animal waste management systems requiring a plan, plan approval must include an oe-site inspection to confirm that animal wastc-storage and treatment struerures.. such as but not limited to lagoons and ponds, have been designed and constructed to met-t the appropriate minimum standards and specifications. (vi) L New and expanded animal waste storage and treatment facilities, such as but not limited to lagoons and ponds, shall be located at least 100 feet from perennial waters as indicated on the most reccat published version of U.S.G.S. 1:24,000 (7.5 minutc) scale topographic macs and oche; waters as determined by the local soil.and water conservation district. This buffer requirement shall also apply to -areas where an established vegetative cover will not be maintained-bc:suse of -the -concentration of animals, -with the exception of stream crossings. Animal waste storagc!treatmeat facilities and animal concentration areas will be exempt from the minimum buffer requirements if it can be documented that no practicable alternative exists and -that equivalent controls are used as approved by the Soil and Water Conservation Commission. (vii) For new facilities, an animal waste management plan must be approved before animals are initially stocked. For an expanded facility, an animal waste management plan must be approved before the additional animals are stocked. New and expanded systems may be constructed in phases as long as each phase meets the minimum criteria established in Subpart (a)(1)(H)(1) of this Rule. (viii) For existing animal waste management systems, the animal waste management plan shall include only -operational and maintecanc: standards and specifications in effect on the dam - of plan approval . Meeting minimum design and construction standards and specifications for existing animal waste storage and treatment structurr:s, such as but not limited to lagoons and ponds, shall not be required for plan approval. (ix) An approved plan for an existing animal waste management system may be amended at any time without submitting a new certification to DEM if the revision meets minimum standards and specifications and is approved by any technical specialist designated pursuant to Subpart (a)(1)(M(ii) of this Rule. (x) For anima[ waste management systerns which use third pansy applicators, the plan must require a current record to be maintained for a period of one year which includes the name. address and phone number of the third parry applicator, the date of removal of the animal waste and the amount of waste removed. (xi) An approved plan is not required to be approved again when revisions are made to the NORTP r' 1 -20T rV.f j r)nF- r7,n::n-7 Pave 19 EHAR - EIWIROiV,b1E:VTAL ,V,4'iAGE.b1E.VT TIJA: 02H .0200 minimum ::ancards and specifications, but such revisions, as applicable, will be encouraged to be incorporated into the plant. (xii) For tact change in ownership of the feedlot, the new owner roust notify DENI in writing within 60 days of transfer of ownership that the approved plan has been read and is understood and :hat ell provisions of the plan will be (xi ii) A coov of:he approved plan, the signed ccttitication form and anv approved revisions to the plan shall be maintained by_the operator. (`_') Treatmtnt works and disposal sestet: s nor solid waste disposal sites and composting facilities for solid waste, residuals or residues approved in accordance with the rules of the Commission 1cr Health S+grviccs if the Commission for Health Services has received the written concarrca:.c or tc Director. The term solid waste is used as defined in G.S. 130A-290 and inc,ud::s hazardous -as.e. (3) Any building sexc- documented by the local building inspector to be in compliance .with the `.C. State Plumbing Code. (4) Sites permitted under the authority of the Commission for Health Scrvices for the disposal/utilization of residuals/septage, (5) Individual land application sites receiving compost or other stabilized residuals that a:- demonstrated as being nonhazardous and nontoxic, tneet EPA's criteria for PFRP or Class A residuals as d=;iced in 10 CFR 503, are registered by the North Carolina Dcpar:rocnr of Agriculture as a commercial fertilizerrsoil amendment, are utilized at agronomic r-Ites and art soil and used exclusively in bag form. No distinction will be made as to whether the material is bagged in North Caroii0a or shipotd into the state already bavaed. (6) Storage sites for petroleum contaminated soils that are utilized for less than 45 days. storage is on 10 mil or thickcr plastic, provisions are made for containing potential Ieachatc and runoff and approval of the activity has beta receiving from -the appropriate DEM Regional Supc:-visor or his designee. (r7 Land application sites for petroleum contaminated soils with volumes of soil from tacb source of less than or equal to 50 cubic yards and approval of the activity has been received from the appropriate DEM Regional Supervisor or his designee. (3) Swimming Pool filter backwash and pool drainage that is discharged to the land surac-. (9) Drilling muds, cuttings and well water from.the development of wells. (10) Composting facilities for dead animals, if the facilities are constructed and operated to aczardanc- witb guidelines approved by the North Carolina Department of Agriculture, are constructed on an impervious, weight -bearing foundation, operated under a roof and are approved by the Stair Veterinarian. (11) Operations that involve routine maintenance or the rehabilitation of existing sewer lines. in situations where existing sewer lines are undergoing routine maintenance, the existing stwcr lines are being rehabilitated by constructing or installing replacement sewers, or the existing scu cr lines are being refurbished by the installation of some type of sealant or sleeve inside the existing sewer line, a specific aoudischarge permit is not required. Tbese operations will be deemed to be permitted as long as all construction and installation conforms to the design criteria of the Division pursuant to Rule .0719 of this Section, as long as new sources of wastewater flow arc not being connected to the rehabilitated sewers, and as long as all replacements or newly constructed sewers arm located in the same proximity (same general horizontal and vertical -alignment) as the existing sewers. - If any of the criteria in this Pam-raph.are not being adhered to, a site spccific permit must be requested by the applicant. Additionally, once the maintenance or rehabilitation activities are completed, a North Carolina Professional Eo inc:cr's certification (form provided by the Division) must be submitted to the appropriate Regional Supervisor for the completed work- (b) The Director however may oo a case by ease basis 4etermine that a.facility should not be dc:eme:d to be permitted in accordance with this Rule and be required to obtain individual noodiscbargc permits. This determination will be made based on existing or projected environmental impacts. (c) All existing, new or expandiog animal waste management systems serving equal to or greater than the number of animals as listed in Part (a)(1)(A) of this Rule must submit a rcgistm600 form for the system to DEM. Failure -to register on or before December 31, 1993, shall result in an appropriate cnforc-ment action bcin% initiated or the facility being required to apply for and rec-ive an individual nondisc`targc permit. Ptoalttes assessed may be based on any one or a combination of the factors as established in G.S. 14313- ,.— --- -- .. . -- • - -- -- —., .- - - . -• ., EHNR - E;V117R0N,11EtVTAL Aft VAGEAfENT . TISA: 02H .0200 282.1(b) and commensurate with actual or potential environmental damage. (d) Failure to obtain approval of a management plan as required by the dates spccifLicd in Paragraph (a)(1) of this Rule or failure to follow an approved animal waste management plan shall result in appropriate enforcement actions being initiated or the facility being required to apply for and receive an individual nondischarge permit. Penalties assessed may be based on any one or a combination of the factors as established in G.S. 143B-282. I (b) and commensurate with actual or potential environmental damage. (e) The Secretary of Environment, Health, and Natural Resources is delegated the authority to assess fines and penalties for the willful discharge of animal waste from animal or poultry feeding operations pursuant to N.C. General Statutes 143-215(e)- (f) Nothing in this Rule shall be deemed to allow the violation of any assigned surface water, groundwater, or air quality stan", and in addition any such violation shall be considered a violation of a condition of a permit. Further, nothing in this Rule shall be deemed to apply to or permit activities for which a state/NPDES permit is otherwise required. Ile term NPDES means National Pollutant Discharge Elimination System. History Note: Statutory Authority G.S. 130A-300; 143-215.1(a)(1); 14.3-215. 3(a), (d); E,�f. February 1, 1976; Amended Eff. February 1, 1993; December 1, 1984. .0218 LOCAL PROGRAMS FOR SEWER SYSTEMS (a) Jurisdiction. •• Municipalities, counties, local boards or commissions, water and sewer authorities, or groups of municipalities and counties may apply to the Commission for approval of programs for permitting construction, modification, and operation of public and private sewer systrms in their utility service areas. Permits issued by approved local programs serve in place of permits issued by the Division. (b) Applications. Applications for approval of local sewer system programs must provide adequate information to assure compliance with the requirements of G.S. 143-215-1(f) and the following requirements: (1) Applications for local sewer system programs shall be submitted to the Director, Division of Environmental Management, Department of Environment, Health, and Natural Resources, P. O. Box 29535, Raleigh. North Carolina, 27626-0535. (2) The program application shall include copies of perihit application forms, permit forms, minimum design criteria, and other relevant documents to be used in administcrin; the local program. (3) An attorney representing the local unit of government submitting the application must certify that the local authorities for processing permit applications, setting permit requirements, enforcement, and penalties are compatible with those for permits issued by the Division. (4) If the treatment and disposal system receiving the waste is under the jurisdiction of another local unit of government, then the program application must contain a written statement from that local unit of oovernmcat that the proposed program complies with all its requirements and that the applicant has entered into a satisfactory contract which assures continued compliance. (5) Any future amendments to the requirements of this Section shall be incorporated into the local sewer system program within 60 days of the effective date of the amendments. (6) A professional engineer licensed to practice in this state shall be on the staff of the local sewer system program or retained as a consultant to review unusual situations or designs and to answer questions that arise in the review of proposed projects. (7) Each project permitted by the local sewer system program shall be inspected for compliance with the rrquirements of the local program at least once during construction. (8) A copy of each permit issued by the local sewer system program shall be scat to the regional office of the Division and another copy scat to the central office of the Division in Raleigh. Copies of the approved plans must also be submitted upon request by the Division. (9) A--eemi-annually• report shall be submitted to the Director with a.copy to the. appropriate DENT Regional Office, listing for each local permit issued during the quarter the name of the person - - — rxeiving the -permit-, the permit,number,•the treatment facility receiving the waste, and the design flow and the type of waste for sewer system extensions or changes. The report shall also provide a listing and summary of all enforcement actions taken or pending during the quarter. The quavers begin on January 1, April 1, July 1, and October 1, and the report shall be submitted within 30 days after the end of each period. S,v f � •y 1+ i bl _ E��',i "T��t+ i`P7 � l4!�" •'.1=�.•L•i -P °.: t-: t'�r..Lt,,._�.Y�: :--',•> kiy. - •' }' - fW J- •�� .0 �f L7,t V+.-1 rw f. wif/ [�s►k a �,'- � fir: �. ! fa, c ' -fsz- Y'c� Yti. � �'.� n� i v Z ♦� Yti. � i'4•. �•� }- � �'�'y .riYi � i... " 3 ti�� f�f K; Y. 'tv. c c! Y1' ,� `, 1 r s-ti� � ,� a.f� �� �•�-ice�.{�, �, :.;_.Ar�� > i +.�'.y1�► f id i- ti. ' �`= ";/14 i .r+, 1 i• �t t '� x4 Y 4 y.r�M r ,�' s•" -� -ia. '" i -- Mir '•r; 'fir+ r>, �- 4 V ''I..._ '� +.� s ''R.t...i- S fl+�� �J� 3'.' c. � R� t h •v }: ~:ctr, � -� •�=�i �,�R-, r }�' � � ,arc r. 4 + � _��� r � (i�a-�f �� !n t - ff !;# 3f •� �r h., �� fl�,l��a �h� .r�r 7.; F..s 4 Li"•I �,Yi �L I.n �•� y _ ..a•�y,�,R.f��Y•,� .t5 -'� aR- �j}3��y?�s,w .r'^�t; t� � •, � , 1� � `• � ' %!�' f � ♦ \' 1��!L � Y - LYE}' �f' `u V�' i%� � ,1. '> `.' 1. � •' r - 7, 4 y, �h. ,. s' [T �i��j�1.h:-$�iJ:4�.✓4 'c�tYi- t- t;.ti. * A .-...^.ray,,.- I .i x ,�, u. �• i '' ti April 29, 1994 Stephen C. Grady Route 2, Box 84 Mt. Olive, North POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458 (910) 289-2111 Carolina 28365 Re: Preliminary Swine Grower Commitment Dear Mr. Grady: On behalf of Murphy Farms, Inc. and Quarter "M" Farms, Inc., -(hereafter referred to as "Company" or "Companies" for convenience), ,I am pleased to advise that you have been conditionally approved as an independent contract grower upon the terms and conditions hereafter set out. The property that is the subject of this Agreement is shown generally on Exhibit "A", the attached aerial photograph, and is further identified as Farm No. 8456, Tract No. T--3073, in the Dup.lin County offices of the Agriculture and Stabilization Conservation Services, ("ASCS"). As you have advised, the property is owned by Stephen C. Grady, Sr.. It is our understanding that you intend to identify the swine operation by the name of Steve Grady Farm # 2. Your proposed site has been inspected by, Jimmy Sauls, one of the companies representatives, and conditionally approved as a 3672 capacity swine finishing operation, and its related support facilities at an approximate construction cost of $270,000.00. This approval is conditional upon your compliance with the following terms and conditions: 1. All swine facilities and related accessory building structures, together with the waste disposal lagoons shall be completely located within the shaded areas on the aerial photographs, Exhibit "A". 2. You will provide the Company with written documentation that the proposed site, building(s), lagoon(s), and spray fields have been: (i) approved for their intended use by the Soil Conservation Service Technical Guidelines and all other applicable governmental bodies having oversight or regulatory control over such facilities; (ii) that you have contracted with a contractor or applicable subcontractors for the timely and proper construction of the facilities; and, (iii) that you are able, by use of your own resources or through financial arrangements made or agreed upon with a commercial lender, to financially comply with all applicable government regulations and to construct the facilities in the manner set out herein. Grower further agrees that at all times during the terms of a Swine Grower Agreement, the property and facilities shall be maintained and operated in compliance with all provisions of all applicable federal, state and local governmental regulations or guidelines. An executable Swine Grower Agreement specimen is set out on Exhibit "B" for your review hereto attached and made a part hereof. 3. The swine buildings, support facilities, and related equipment shall be constructed and installed in accordance with the specifications and costs set out on Exhibit,"C", hereto attached and made a part hereof. 4. Since the Company's scheduling of the time for the initial delivery of swine to Grower's facilities is dependent upon its supply of such swine and Grower''s,completion of construction, the Phases hereafter set out shall be deemed controlling upon both parties. While it is contemplated in this agreement that Grower shall not commence the construction under Phase Two prior to completion by Grower and acceptance by Company of all Phase One requirements, Grower may commence and complete the construction under Phase Two at any time Grower shall deem appropriate, but such action shall be at Grower's sole risk, as hereafter set out, since Company shall not be obligated and may not be able to supply swine to Grower's facilities prior to end of the Phase One and Two periods provided for in this Agreement. 5. For the general purposes above set out, the construction periods shall be divided and carried out in two (2) separate phases. Subject to the provisions of Paragraphs (4) and (7), Grower shall not begin construction work on any of the buildings or support structures until Company has issued an approval letter to Grower acknowledging the satisfactory completion of the following First Phase requirements: PHASE ONE: A. A financing loan commitment letter issued by a bank or lending institution, which may be conditional upon certain matters. in lieu thereof, sufficient financial data that readily demonstrates Grower's financial ability to construct the facilities by the use of his own funds. B. if the site does not abut a dedicated public road, a recorded right-of-way easement to the public road with adequate width for constructing and maintaining the roadway for vehicular traffic and necessary utilities servicing and maintaining the facilities. C. An all weather access road shall have been fully constructed within the right-of-way to the selected construction site. D. All required county, state and federal permits shall have been issued, and copies provided to Company's Construction Department, containing no exceptions or conditional approval provisions that would materially affect Grower's right to begin construction or operate a swine facility of the nature and extent -proposed by Grower, together with such approvals as are customarily provided by any such agencies having -oversight -responsibilities. E. All utilities to the construction site shall be completed. F. All slats set and pouring of all concrete except feed bin pads shall be completed. G.. All earth work, including the construction of the lagoons and building pads, shall be completed. H. The deadline for completion of items A through G shall be on or before 160 days from the date of this letter, the final Phase one deadline date being the 6th day of October, 1994. PHASE TWO: Upon written notification to Company by Grower of the satisfactory and timely completion of items A through H, above, and Company acceptance of Phase One, Items A through H, Company will then issue written approval for Phase Two (2) to begin, which phase shall consist of and be subject to the following required work and conditions: A. Company shall not be required to issue, and Grower shall not be entitled to receive the Phase one approval acknowledgment, and Phase Two construction approval letter earlier than 160 days from the date of this letter, notwithstanding Grower's satisfactory completion and Company's acceptance of the Phase One requirements prior to the end of the Phase One 160 day deadline. B. The Phase 2 construction shall consist of the construction of the buildings, and purchase and installation of all equipment and fixtures necessary for the operation of the swine facilities. All wells providing both potable water as well as the water for all other required activities shall be completed. C. All requirements set out in Phase Two, subparagraph B, shall be completed on or before 180.days of the date of .issuance of the Phase 2 commencement authorization, the final Phase Two deadline date being the 4th:day of April, 1995. 6. Grower shall give Company written notice of the completion of all Phase Two requirements, and Company's construction representatives) shall be entitled to inspect the facilities preparatory to final approval. Completion and reasonable time for inspection by Company shall be a prerequisite for approval. Company may issue its written approval prior to the end of the Phase Two 180 day construction period, or within 35 days after the expiration of that Phase Two deadline. Notwithstanding Grower's early completion of Phase 2 requirements, and/or Company's voluntary early approval and acceptance of the Phase. Two construction, Company shall neither be required nor obligated to issue its written findings or acceptance to Grower prior to the end of that 180 day period, and in the event of the earlier issuance of its acceptance, such action shall not be interpreted as a waiver or modification of Company's right or obligation as to select when to first place swine on Grower's premises, as hereafter provided. 7. Nothing in this letter shall be interpreted as prohibiting Grower, at his own option and risk, from beginning or completing any or all of the Phase One or Phase Two requirements prior to approval by Company of the applicable commencement or completion deadlines. However, it is understood and agreed between Grower and Company that, notwithstanding any such early commencement or completion, no additional rights, not agreed to and signed by all parties in writing, shall accrue to the benefit of Grower than as herein provided. More specifically, the Company shall not be required to deliver any swine to Grower's facilities at any time earlier than five (5) weeks from the designated end of the Phase Two 180 day period, unless Company shall agree in writing to do so earlier. S. Time is of the essence for compliance with the conditions herein set out, and strict compliance with all other provisions is material and critical. 9. No addition, modification, deletion or alteration of any condition herein set out or referred to shall be effective unless in writing and signed by both an officer of the Company and you. 10. Your failure to meet one or more of the applicable deadlines, or comply fully with any condition herein shall entitle the company to terminate this conditional commitment, or if applicable, any Swine Grower Agreement executed pursuant to this Conditional Agreement. Such termination shall be in writing, and shall be effective upon mailing by;Certified Mail, Postage Pre -paid to your last known address. 11. The terms of this agreement shall be deemed to have been incorporated into and made a part of any Swine Grower Agreement heretofore or hereafter executed by the company and you, as if the same were fully set out therein. If the above terms and conditions are acceptable, date and sign both of the duplicate originals of this letter in the space provided below, and return it to the company in the enclosed self- addressed envelope. You should retain the other duplicate original for your records. The company's obligations shall begin upon receipt by it of the completed duplicate original from. Please note that if the company has not received a signed copy of this letter within 15 days from the date of this letter, it will be assumed you do not wish to enter into the Agreement, and the offer contained herein is withdrawn without further notice to you. MURP S, INC. QUAR ARMS, INC. lcer Officer I (We) agree to the terms and conditions above set out. Dated: ��t Z, / 99,/ *If Corporate Own r-SS ?_?_ lf41 Sls Owner -SS# Address: � Telephone # �IJ/9 eff g 5 9t<% * (Type/Print Name of Corp) BY: President NOTE: Please initial and return'Exhibit "A" (Aerial Photograph) along with signed Commitment Letter. NA. Al NtUr 44 "to 3"e, w L 34 jA 4, ZO Zj L !I To: From: Date: Re: MFI/QM INTEROFFICE MEMORANDUM 7,LrR93/ co oc C:6, MFI/QM Development F9543 a.?;/994( 1224 Expansion It has come to our attention that .JijFt/LE aR..4b Y , existing grower, is interest:_d in expanding his/hor finishing operation. In order to proceed with a commitment letter, we must have Production's approv.tl. Please have his/Isar service person complete the following statE!,ent and return it to the Development Department no later than one .:Lek from the date of this memo. I, 01MR(,E$ Krrcllul" ervice person for existing grower, N!g do not) recommend and/or approve him/ for 0 exp&nsio of 1224s. ervice Person o uction Sutarvisor ArotS—,7 Date d-i/Z/ Date Ij 1 Iz 41 a rj ti Li Li 0 - 0 ID 0 - rz F. IR '.I M U. S & J Nursery Jimmy Honeycutt, Nursery - 2,600 MFY - CONTRACT Sampson County S&J (4186) a z S & K wine Thom Thornton, x.v Sow 750 QM - CONTRACT x P tt County x'- S&K (912512) 2 S ke, V %,. � CG.�\ C,,_� VIIN'� 5--dam-F itt r 48 3�_, �\, , CU �,'N `� Sands Finishing Bren Mgr F. O, i g - 740 PF�h COMPANY Duplin County ' c►rn rnK�n� 103 From Clinton, take NC 24 W to Concord, go Mg 0.8 mile past Concord on 24 W and turn Rt. onto SR 1303 (Mit ell Loop Rd) , go 0.5 mile to farm a rance on Rt. (TT=42 min.; TD=30 mile om Kenansville, take N 11 N to Grifton Mgr in Pitt Co., go a t 2 miles past Grifton and turn Rt onto SR 1110, go 5.0 miles on SR 1110 nd then turn Lt. onto SR 1753, go 1 mile to first Rt. and turn Rt. on SR 1919, go 2.0 miles to 'farm entr ce on Rt. (TT=1 hr. 20 min.; TD=60 m' es) From Kenansville take NC 11/903 N towards Kinston, go 2.1 miles and turn Lt. onto SR 1004 (Summerlins X-Rds Rd) to Summerlins X-rds, turn Lt. onto SR 1306 (Beautancus Rd) and go 3.2 miles then Rt. onto SR 1363 (Stroud -Holland Rd) go �, miles to farm entrance on Rt. (TT=38 min.; TD=28 miles) Take SR 02 ( ice's Store Rd) to Brice's t e; co a on SR 1101 toward Conco Ch.; r Rt. SR 1121 (Anna white Rd) just for to Concord Ch; go 0.3 mile and join SR 1003 (Concord Ch Rd) ! 44 1�37. a 1 t wl 6 -t .a► .l Irl 10 Sr ford O-L $ •y ,_a �b �S l�� • THE EAST GROUP P.O. Box 929 P.O. Box 7305 • 100 N. Queen Street 324 S. Evans St - Kinston, NC 28502. Gieez ville, NC 27834 (919) 523-0832 - (919) 758-3746 FAX: (919) 523-3023 FAX: (919) 830-3954 fl J JOB NAME: 4�AJ> JOB NO. SHEET OF CALCULATED BY DATE CHECKED BY DATE SUBJECT FORM EGE-1 (12192) THE EAST GROUP JOa dw P.O. Box 929 . PO Box 7305 SHEET NO. OF . 100 N. Queen Street, 324 S. Evans St Kinston, NC 28502 Greenville, NC, 27834 CALCULATED BY w►rE — (9l9) 523-0832 - (919) 758-3746 CHECKED BY DATE CAK- 1010% C912 IMI cA V. 1AIM 01A Inc• State of North Carolina RECEIVED Department of Environment JUL 0 2 1998 L and Natural Resources Division of Water Quality —BY. &== k James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NAwuRAL RESOURCES June 26, 1998 Steve Grady S&S #2 1434 Beautancus Rd Mt. Olive NC 28365 Subject: Reissuance of Certificate of Coverage No.AW S310164 S&S #2 Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear Steve Grady: The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to this facility on March 23, 1998, In accordance with the issuance of the revised General Permit, we are forwarding this Certificate of Coverage (COC) to Steve Grady, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWGI00000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the S&S #2, located in Duplin County, with an animal capacity of no greater than 3672 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 AWS310164 dated March 23, 1998. 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 I1.10 regarding tree removal from lagoon embankments, Condition 1I1.1 regarding inspection frequency of the waste treatment, storage and collection system and Condition 11I.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 50% recycled110% post -consumer paper Certificate of Coverage AWS310164 S&S #2 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 belowfor information on this process. Unless such a request is made within 30 days, this COC shall be fimal and binding. The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. if you need additional information concerning this COC or the General Permit, please contact Mike Lewandowski at (919) 733-5083 ext. 362. Sincerely, for A. Preston Howard, Jr., P.E. cc: (Certificate of Coverage only for all cc's) Duplin County Health Department Wilmington Regional Office, Water Quality Section Duplin 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 March 23, 1998 Steve Grady S&S #2 1434 Beautancus Rd Mt. OIive NC 28365 Subject: Certificate of Coverage No. AWS310164 S&S #2 Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear Mr. Grady: In accordance with your application received on March 4, 1998, we are forwarding this Certificate of Coverage (COC) issued to Steve Grady, 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 S&S #2 Farm, located in Duplin County, with an animal capacity of no greater than 3672 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 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. Your existing Certified Animal Waste Management Plan must include the above elements, by December 31. 1998. Documentation of the certification must be available to inspectors onsite. Submittal of the amended certification statement shall be required upon renewal of your permit coverage in 2001. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper -. Certificate of Coverage AWS310164 S&S #2 Page 2 Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual non -discharge permit by contacting the engineer listed below for 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 Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, please contact Katharine Keaton at (919) 733-5083 ext. 533. Sincerely. A. Preston Howard, Jr., P.E. cc: (Certificate of Coverage only for all cCs) Duplin County Health Department Wilmington Regional Office, Water Quality Section Duplin County Soil and Water Conservation District Permit File I° Rnised April 20, 1999 JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION Facility Number N _- �•6q Farm Name: 57-5- On-Site Representative: ��e7 Inspector/Reviewer's Name: Date of site visit: '6f q [ C-(� Date of most recent WUP: Annual farm PAN deficit: I pounds Operation is flagged for a wettable acre determination due to failure of Part H eligibility item(s) F1 F2 F3 F4 Operation not required_ to secure WA determination at this time based on exemption E1 E2 E3 E4 V Operation pended for wettable acre determination based on P1 P2 P3 Irrigation System(s) - circle #hard -Bose traveler, 2_ center -pivot system; 3. linear -move system; 4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system wlporiable pipe; 6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.) E1 Adequate irrigation design, including map depicting wettable acres, is complete and signed by an I or PE. E2 Adequate D, and D�D3 irrigation operating parameter sheets, including map depicting wettable acres, is complete and signed by an 1 or PE. E3 Adequate D, irrigation operating parameter sheet, including map depicting wettable acres, is complete and signed by a WUP. E4 -75% rule exemption as verified in Part II1. (NOTE:75 % exemption cannot be applied to farms that fail the eligibility checklist in Part II. Complete eligibility checklist, Part II - F1 F2 F3, before completing computational table in Part 111). PART 11. 75% Rule .Eligibility Checklist and Documentation of WA Determination Requirements. WA Determination .required .because.operation fails one of the eligibility - - requirements listed below: _F1 Lack ofacreagewhichTesultedtnover-mpplicaionmfivastewater=(PAN) on.7spray. fiield(s)accordingiofarm'slasttwo-years mtTrriga ion -records. F2 Unclear, -illegible, -or lack of information/map. F3 Obvious field -limitations -(numerous:ditches;Jailure1o_deduct:required bufferlsetback:acreage;-or25%oftotal:acreageidentifiedan-CAWMP.::includes : _ small '-irregulariy-shaped.fields --fields :less-than-5-acres for, travelers -or -less. 2 acres for:stationary-sprinklers). F4 WA determination required because CAWMP credits field(s)'s acreage in excess of 75% of the respective field's total acreage as noted in table in Part Ill. Revised April 20, 1999 Facility Number Part Ill. Field by Field Determination of 75"/o Exemption Rule for WA Determination TRACT NUMBER FIELD NUMBER''= TYPE OF IRRIGATION SYSTEM TOTAL ACRES CAWMP ACRES FIELD % COMMENTS3 C1 i f I i FIELD NUMBER' - hydrant, pull, zone, or -point numbers may be used in place of field numbers depending on CAWMP and type of irrigation system.- If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination. FIELD NUMBERZ - must be clearly delineated onmap. COMMENTS'- back-up fields with CAWMP acmage-exceeding=75% of its total.acres and having received less than 50% of its annual PAN as documented in the farm's previous -two years' (1997 & 1998) of irrigation records* cannot serve -as the sole basisforrequiring a WA Determination. -:Back-up fields must be -noted in the -comment section and must be accessible by irrigation system. Part IV. Pending WA Determinations - P1 Plan -. lacks. following -information:, P2 Plan revision may:satisfy75% rule based on adequate overall PAN deficit -and by adjusting all field -acreage -to below 75% use rate P3 Other Oelin process of installing new irrigation system): State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Division of Water Quality June 25, 1998 Certified Mail # Z 312 646 482 Return Receipt Requested Mr. Steve Grady Sand S#2 1434 Beautancus Road Mt. Olive, NC 28365 A •s ox?F NCDENR Nolxrrl CAROUINA DEPARTMENT OF ENVIRONMENT AND NAnMAL RESOURCES Subject: SECOND NOTICE OF DEFICIENCY S and S #2 Facility Number: 31-164 Duplin County Dear Mr. Grady: On June 18, 1998, staff from the Wilmington Regional Office of the Division of Water Quality inspected your animal operation and the lagoon(s) serving this operation. It was observed that cotton was planted in spray fields designated by the Certified Animal Waste Management Plan (CAWMP) for a winter annual. A prior Notice of Deficiency was issued on June 19, 1997 based on a June 18, 1997 DWQ inspection of your animal operation. At that time, erosion cuts and bare areas were observed on the lagoon dike wall. Growing a crop in your spray fields which is not listed in your Waste Utilization Plan (WUP) is a violation of your CAWMP, and subsequent infractions may result in a Notice of Violation and include a civil penalty. All crops to be planted in the spray fields should be listed for each field in the WUP. In addition, the correct Plant Available Nitrogen loading rate for each crop should be used in calculating the nitrogen balance. All spray pulls should be drawn out on the irrigation map and accounted for in the spray records. The bermuda in the newly sprigged fields should be improved to reach the projected Realistic Yield Expectations. We suggest that you contact your service company, local NRCS office, or Soil and Water District office for any assistance they may be able to provide to correct these situations. To remain a deemed permitted facility, you must notify this office in writing within seven (7) days of the receipt of this notice, what actions will be taken to comply with your waste management plan. Failure to do so may result in the facility losing it's deemed permitted status, requiring it to obtain an individual non discharge permit. 127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper Z 312 646 482 (�(� us Postal Service Receipt for Cerunea maIi No Insurance Coverage Provided. Do not use for Intemabonal Mail Sae reverse sent ol P Offi P Code } ' Postage $ d Certified Fee Spell Delivery Fee Restricted Delivery FeeLn Cn Rshan Receipt Showing to fj !/ �- VVFiam D red / = 1Mwm, P �� $ a "� 0 0- J Mr. Steve Grady June 25, 1998 Page 2 Please be aware it is a violation of North Carolina General Statutes to discharge wastewater to the surface waters of the State without a permit. The Department of Environment, Health and Natural Resources has the authority to levy a civil penalty of not more than $10,000 per day per violation. When the required corrective actions are complete, please notify this office in writing at the address below. If you have any questions concerning this matter, please call David Holsinger or Brian Wrenn at 910-395-3900. Sincerely, Brian L. Wrenn Environmental Specialist cc: Harold'Jones, County Soil and Water Conservation Sandra Weitzel, NC Division of Soil and Water Conservation Dr. Garth Boyd, Murphy Family Farms Operations Branch Wilmington Files S:1 WQSIBRLIATADFFJ81D UPLIM31-1 b¢2.DEF Qve DEW P RECEIVED JUL 0 6 1998 BY: G AL- 83 6� 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., CERTIFIED MAIL RETURN RECEIPT REQUESTED Steve Grady S&S #2 1434 Beautancus Rd Mt. Olive NC 28365 Farm Number: 31 - 164 Dear Steve Grady: ECENED FEB 16 1998 February 13, 1998 E N � You are hereby notified that S&S #2, in accordance with G.S. 143-215.1OC, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit Post Office Box 29535 Raleigh, NC 27626-0535 If you have any questions concerning this letter, please call Katharine Keaton at (919)733,-5083 extension 533 or Dave Holsinger with the Wilmington Regional Office at (910) 395-3900. Sincerely, A. Pres on , Jr., P.E. cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 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 RECEIVED JUL 0 1 7997 BY: NC Department of Environment Health, and Natural Resources Wilmington regional Office Division of Water Quality Attn: Andrew G. Helminger Environmental Specialist Subject: Notice of Deficiency Steve Grady Farm No. 2 (S & S Farm 2) Facility Number: 31-164 Duplin County Mr. Helminger: The erosion cuts have been repaired and bare spots have been seeded for Steve Grady Farm #2. Sin-erel�-, Steve Grady State of North Carolina Department of Environment, Health and Natural Resources 4 • Division of Water Quality Janes B. Hunt, Jr., Governor E H N R Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director April 3, 1997 Steve Grady Steve Grady Farm #2 1434 Beautancus Rd Mt. Olive NC 28365 SUBJECT: Notice of Violation Designation of Operator in Charge Steve Grady Farm #2 Facility Number 31--164 Duplin County Dear Mr. Grady: You were notified by letter dated November 12, 1996, that you were required to designate a certified animal waste management system operator as Operator in Charge for the subject facility by January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your facility. Our records indicate that this completed Form has not yet been returned to our office. For your convenience we are sending you another Operator, in Charge Designation Form for your facility. Please return this completed Form to this office as soon as possible but in no case later than April 25, 1997. This office maintains a list of certified operators in your area if you need assistance in locating a certified operator. Please note that failure to designate an Operator in Charge of your animal waste management system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an appropriately certified operator is designated. Please be advised that nothing in this letter should be taken as absolving you of the responsibility and liability for any past or future violations for your failure to designate an appropriate Operator in Charge by January 1, 1997_ If you have questions concerning this matter, please contact our Technical Assistance and Certification Group at (919)733-0026. Sincerely, for Steve W. Tedder, Chief Water Quality Section bb/awdeslet 1 cc: Wilmington Regional Office Facility File Enclosure P.O. Box 29535. ��y� FAX 919-733-2496 Raleigh, North Carolina 27626-0535 N��C An Equal Opportunity/Affirmative Action Employer Telephone 919-733-7015 50% recycles/ 100k post -consumer paper State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional office James B. Hunt, Jr. Division of Water Quality Jonathan. B. Howes Governor- Secretary June 19, 1997 Steve Grady Steve Grady Farm 12 (S&S Farm 2) 1434 Beautancus Rd. Mount Olive, NC 28365 Dear Mr. Grady: Subject: NOTICE OF DEFICIENCY Steve Grady Farm #2 (S&S Farm 2) Facility Number: 31-164 Dup& County On June 19, 1997, staff from the Wilmington Regional Office of the Division of Water Quality inspected your animal operation and the lagoon serving this operation. It was observed that erosion cuts and other bare areas on the lagoon wall could threaten the integrity of the structure. As we discussed during the inspection, the erosion cuts on the lagoon wall should be filled and revegetated. In addition, all other bare areas should be revegetated. We suggest that you contact your service company, local NRCS office, or Soil and Water District office for any assistance they may be able to provide to correct this situation. To remain a deemed permitted facility, you must notify this office in writing within fourteen (14) days of the receipt of this notice, what actions will be taken to comply with your waste management plan. Failure to do so may result in the facility losing its deemed permitted status and being required to obtain an individual non discharge permit. 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 a Telephone 910-395-3900 • Fax 910-350-2004 An Equal Opportunity Af —tive Action Employer P- 421 256 308 us Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See rta l Postage $ Cemed Fee Special Delivery Fee Restricted Delivery Fee rn lia Receipt Showing to Whom 6 Date DefiverV4- i Rehm Recegt Sh V fO _ O rTOTALgo V 0 LL N d.. or r Steve Grady June 19, 1997 Page 2 Please be aware it is a violation of North Carolina General Statutes to discharge wastewater to the surface waters of the State without a permit. The Division of Environmental Management has the authority to levy a civil penalty of not more than $10,000 per day per violation. if you have any questions concerning this matter, please call Andy Hehninger, David Holsinger, or Brian Wrenn at 910-395-3900. Sincerely, Andrew G. Hehninger Environmental Specialist cc: Harold Jones, County Soil and Water Conservation Sandra Weitzel, NC Division of Soil and Water Conservation Operations Branch Wilmington S.IWQSWMYA 31-164.DEF Ai]IMAL WASTE MANAG'"�x'=NT PLAN CERTIFICATION POR NEW OR ESPANDED FE?DIOT$ Pleas© return the completed form to the Division of Environmental 2SanaQa a; tYa ade'ress on tha raverpa aide of thin ford. ` Name of farm (Please print) Steve Grady Farm i#2 Address -- M—_ Olive. I _ 2t1365 Phone No. ..r: County: Du_pZin Farm location: Latitude and Longitude:° _a6'_A77_]0__59!46'1required) . Also.�i3� please attach a copy of a county road map with location identified. J Type of operation (swine, layer, dairy, etc.) : Swine `-y"r�gf� �pr Design capacity (number of animals): 3 Average size of operation (12 month population avg.) _ 1672 _ Average acreage needed for land application of waste (acres) -__-=c�z5aeo=�sx5=aa=xaaaa3=x=aasf�=a�Kxasasx��=aa�aax==c=az3a=�-��:sG�¢x==a=na Techmical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, 1 certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan, that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6r .0001-.0005. The following elements and their corresponding minimum criteria have -been -verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party); access or ownership or ?rope; waste application equipment; schedule for timing of applications; application rates; loading rates; and the -control of the discharge of pollutants from stormwater runoff events leers severe than the 25-year, 24-hour storm. Name of Technical Specialist (Please Print) :M. Kevin Leston Affiliation:— _ Murphy Farms, inc. Address (Agency): PG Box__759 _Ruse Hil1 , HC 2845A Phone No. . 592 Signature: � 0-4 Date: /ZA/ qf/ _�_=__^ter===zaan3�===a.any=zzaHiree=aza�a3na�a:r�s�aa3e�v=an�ecazaxa=c�a�a owner/HaLnager Agraement - i (:,e) understand the operation and maintenance procedures established in the approved animal waste management plan for.the fa-rm named above and will implement these procedures. I (we) know that any additional 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 Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year,' 24-hour storm. - The approved plan will be filed at the farm and at the office -of the local Soil and - Water Conservation District. Name of Signature: Name of leas agar, if diff Signature: N= P, A change in land (if the approved, -plan Environmental Management Steve _Grady Date•L4Z''��g� t from owner (Please print) :- - -'- Date; ownership requires notification or a new certification is -- - changed) to be submitted to the Division of within'60 days of a title transfer. DEM USE QNLY:ACNEW# A 6003�� r 1 � r 1 8 .y a IS ,a �� � �• � E. 1 •, � } � " ' ,.��_ .�•a ii �� L � � w it � � � a�' � g r'., +e /��^ ' 7 .^� �i i lg +F, A �f ti } a ,� t R ig Pl. � , 3 r. •�5 11 66`4 i �717 .T n f— . November 1, 1994 POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 2345B (919) 289-2111 6; Department of Environment, Health and Natural Resources Division of Environmental Management Water Quality Section, Planning Branch P.O. Box 29535 Raleigh, NC 27626-0535 Attn: Mr. Steve Tedder, Chief Re: Steve Grady Farm #2 - Swine Facility Certification Duplin County, NC Dear Mr. Tedder: Enclosed is the certification form for the above referenced.swine farm. The area required for spray irrigation of lagoon effluent has not been sprigged. By this letter, the Owner certifies that the area required for spray irrigation will be*sprigged or planted with the crops as called for in the Waste Utilization Plan within 180 days of the stocking date of the farm. The lagoon effluent will be applied with the owners reel type irrigation equipment. Name of Technical Specialist: M. Kevin Weston S ignature • - GC/s� _ _ Date: Z Name of Land Owner: Steve Grady Signature • " (11 Date: cc: Steve Grady Kim Patram, Murphy Farms Construction Dept.