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HomeMy WebLinkAbout310435_HISTORICAL_20171231NORTH CAROLINA Department of Environmental Qual A� Is 1 -1 Z4 ;_S� Nutrient Management Plan For Animal Waste UtilizatiOn This plan has been prepared for: BGH Loui.v Ouinn Howard 715 Sareci Rd Kenansville, NC 283-49 910-2960-0870 This plan has been developed by: Johnny L Lanier I)Yplin Soil & Waler PO Box 219 Kenansville, NC 28349 910-296-2120 I Type of Plan: Nitrogen Only with Manure Only RECEIVED I DENR I DM Aqvige, prw-Mn SedM APR Owner/Manager/Producer Agreement f (we) understand and agree to the specifications and the operation and maintenance proced,ures established in this nutrient management plan which includes an animal waste utikation pl" for thi farm named above. I have read and understand the Required Specifications concerning ani al waste management that are included with this plan. Si t"c (O"Mer) Date Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agricultu�e - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: Technical Specialist Signature Date I ................ ................ I ------ --------------- .......... --------- 262986 Database Version 3.1 DatePrinted: 01-28-2004 Cover Page I o. 1# ' k Nutrients applied in accordance with this plan will be supplied from the following -source(s); Commercial Fertilizer is not included in ft plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 1,631,520 gaWyear byi, a 1,760 animal Swine Finishing Lagoon Liquid operation, Tlis production fitcIlity has waste storage cap=ities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 3758 Incorpora(ed 6454 Injected 7107 Irrigated 4085 Actml PAN Applied (P(xmds) Actual Volume Applied (Crallons) Volume Surplus/Deficit (Gallons) 11 Year 1 6,060.00 2,420,612 -789,092 ...... Note S OU - Ice . U..g - means-i user defined source. 262986 Database Version 3.1 Date Printed: 01-28-2004 I I I Source Page Page I of I i I IV The table shown below provides a summmy of the crops or rotations includW in tWs plan for each field. Realistic Yieid estimates are is shown, where available. -ISO provided for each crop in the plan, Inadditicn,lhcLeacbinglmdcxfcrcwhflcld i Plartned Crops Summary Tract Field Total Acres i Useable Acres Leaching ln&K(LI)i Soil Series Crop Sequence RYE 4222 1 20,00 20-00 MAL Foredon Anmud RyM= - Pau= 3�2 Tons Pmi Milled, Pagum 5.1 TQns PLAN TOTALS: MOD MOO Li Potential Leaching Technical Guidance Low potential to contribute to soluble None < 2 nutrient leaching below the root zone. >= 2 & Moderate potential to contribute to Nutrient Management (590) should be planna <= 10 soluble nutrient leaching below the root zone High potential to contribute to soluble Nutrient Management (590) should be phinned. Other conservation practices that nutrient leaching below the root zone. 'improve the soils available water holding capacity and improve nutrient I use efficiency > 10 should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based 'Rotations (328), Long -Term No -Till (778), and edga-of�field practices such as Filter Strips (393) and Riparian Forest Buffers (39 0- IAI)036� Database Vemian 3.1 Date PrinW IJ28)2004 The k !likza(Ion table shown below summarizes the waste utilization plan for ration. This plan provides an estimate of the number of acres of cropla )ed to use-j-k nutnents. produced. The plan requires consideration of the realistic yields of the c, o be grown, their nutrient requirements, and proper timing of applicatiom --aximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitmgen amount being supplied by manure or other by-products, commercial fenilizer and residual from previous crops, An estimate of the quanfity of sofid 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 adequatOf Provides for the utilization of the manuxe generated by the operation. Waste Utilization Table ar I TFW Fidd saume ID soil smics TOW ACM Use. ACM Crop RYE APPIk. I perw Nikogm PA Kve� Rcq'd (H)v/A) Comm FCM Nutriad ApAM (9WA) Rm OWA) Ap*. Mobw man= PA Nukm-WA ppl6d (IWAI Liqmd MM=A p*d (atra) IsoAd Mx= .W Apphed j—) LuAW APPhad OM) SGIid Nwure Applied (Field) N I N N N 1000 SWA Tons I ODD ph IMU 4222 1 S7 Forwon 20.00 20.00 Annual Ryegmn - Paftre 3,2 Tom 08115-5115 0 0 109 43.54 0,00 870.78 0.00 4222 1 97 Foredon 20.00 20.00 Pearl Milk:tt, Pastiure 5.1 Tom 4/1-9/15 ::194 0 t1mg, 194 77.49 ().00 1,549.13; 0.00 _:O Tow AppK4 I ODD SdIc= 2,420.61 TOW PM&MA 1,631.32--- B4=,,, 1000 pLk,,' -729-09 ToW App&dL too 0.00 Total PM&W4 tM 0100 —Z;;z- r 0.000 Notes: I - In the ttact oolunm, — symbol means leased, otherwise, owned. 2. Symbol 9 means user entered dat& 262986 Database Version 3.1 Date Printed: 1/2812004 Mff Page Page I of I The h7igation Application Factors for each Field in ilus plan= shown in the IbIlowing table. inflitration rate vanes wl� soils- If —,�iplying waste natrients through mn irrigation systc=, you must apply at a MIt that will not resWt in runoff. This table piovides the Amurn application rate per hour that may be applied to each field selected to reocive waAewater- It also lists the ma;pmum -pplication amount that each field may reeeive in any one application cvenL Irrigation Appfication Factors Application Rate Applic4tion Amount Tract Field Soil Series (inches/hour) �inches) 4222 1 Foreston 0.50 1A I QRA nqt�%hncp VF-minn Dwp PrintM I r)R/1)noj I A 17 P.AO'. Pn Or I Af i The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of ams needed for sludge utilization 7or the indicated accumulation period. These estimates are based on average nitrogen conceritmtions for each source, the number of drumals 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 cle out, this material must be utilized for crop production and applied at agronoraic rates. inmost cases, the priority nutrient is nitrogen but other nutrients including phosphorous� copper and zinc can also be timiting. Since nutrient levels are generally very ligh, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields- should not be usch or sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of �;per and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, pho horous is a concern. Soils containing very high phosphorous levels may also be a concern- i Lagoon Sludge Nitrogen Utilization Table Crop Ma:<imum PA-N Rate IN= Maximum Sludge Application Rate 1000 gavac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation MuLum Acres 15 Yea� Accumulation Swine Feeder-Finisb Lagoon Sludge - Starxiard Com 120 bu 1"1 13.16 22,06 44.13 66.19 Hay 6 F- Y, F- 3001 26-32 11,03 22,D6 3110 JS"b. 40 bu 1601 14b4 20.69 41.371 62.06 ----------------- -- --------- ........... 262986 Database Version 3.1 Date Printed: 0 1-29-2004 Sludge Page Page I of I The Available Waste Storage Capacity table provides an estiniate of the number ofdays of storage capacity avai]Ablc at the end of each month of the plan. Available storaRe capacity is calculated as the design storage capacity in days Minus the number of days of net storage volume accumulatedL The start date is a value entered by the user and is definea as the date prior to applying nutrients to the fir-st crop in the plan at which storage volume in the lagoon or holding ponj is equal to zero. I Available storage capacity should be greater than or equal to zero and Im than or equal to the design storage cadacitv of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the pl;A caiis for the applicationof nutrients that haVe not accumulated. If available storage capacity is negative, the estimated yet t volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indictites that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary st age capacity. Available Waste (;tnrape Canneity Source Name I Swine Fccdcr-Finish 14&oon Liquid Design Storage Capacity (1hy) SUirt Date 19/1 180 Plan Year Month Available Storage Capacity (Dayg 1 144 2 135 1 3 123 1 4 164 1 5 180 1 6 180 1 7 180 1 8 t, 80 1 9 118o 1 10 168 1 11 157 1 12 ;145 * Available Storn-.e Capecitv is calculated as of the aul of each month, 262986 Database Version 3.1 Date Printed: 01-28-2004 -- -------- .................. Capacity Page Page Crops WASTE PLAN ADDENDUM Louis Howard BGH Farm Fac 31-435 Application Period Rate/Amount Fescue@ 150 lbsN/ac Ap2zUpr 0.5/1.0 Millett@ 194lbsN/Ac April -Sept 0.5/1.0 �,*___I�nual Rye Grass@ 109lbsN/Ac August -May 0.511.0 This Addendum will be in effect for the 2005/2006 pumping season. Mr. Howard had expressed a wish to have a combination of Summer/Winter Annual and Fesctie Pasture Under the center pivot on this site- ID the spring of 2006 half of the pivot will be converted to Pearl Millett Pasture. I Technical Specialist Landowner/Operator Bifly W. Houston Duplin Soil & Water Louis Howard Date- Date: I -47 K ZA ACk I QVI IN_ -T7 vl� 0 co 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 operadoon or land application. Any discharge of waste that reaches surface water is i. prohibited. 2. There must be documentation in the design folder that the producer either o Ons or has an agreement for use of adequate land on which to properly apply thi waste. If the producer does not own adequate land to properly dispose of thd 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 facillity 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, receivin'g crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for res I istic crop yi elds based upon soil type, availa ble moistu re, histori ca I da ta I climatic conditions, and level of management, unless there are regulations th6t restrict the rate of applications for otber nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per yrar. Waste may be applied to land eroding at more than 5 tons per acre per yearlbut less than 10 tons per acre per year provided grass filter strips are installed Where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Stanjard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste appli�ation Waste should not be applied when there is danger of drift from the land f application field. 6. When animal waste is to be applied on acres subject to flooding, waste will lie soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provide� the application does not occur during a season prone to flooding (see "Weather iind Climate in North Carolina" for guidance). i. 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate �uch that runoff does not occur offsite or to surface waters and in a method whicli does not ca use d ri ft from th e si te du ring application. No ponding sho uld occu r i n 0' rder to control odor and flies. ---- ....... ................ ........... ----------------- ­ .... ------------------- ......... ­ ------------------------- 117 ---------- 262986 Database Version 3.1 Date Printed, IJ2W2004 Snecification Nee I S. 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,i. potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop pla hted 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 at;'y residential property boundary and canal. Animal waste, other than swine we'ste 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. I 13. Animal waste shall not be applied closer than 200 feet of dwellings other tha I n 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, orf wetlands by a discharge or by over -spraying. Animal waste may be appliedl 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 g rassed wa terways that discha rge d i rectly i n to water cou rses, and on other 11 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. .......... ....... ........... ------- -------------------- --------- ............. ......... ...... -------------- 262986 Database Version 3.1 Date Pfinted: U2812004 Smification Pige 2 17. A protective cover of appropriate vegetation will be established on all distu r�ecl areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, �s necessary, to protect the vegetation. Vegetation such as trees, shrubs, and oiher woody species, etc., are limited to areas where considered appropriate. Lagdon areas should be kept mowed and accessible. Berms and structures should b6' 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 onla regular basis to prevent breakdowns, leaks, and spills. A regular maintenan6,ce checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crolps for direct human consumption. However, if animal waste is used on crops folr direct human consumption, it should only be applied pre -plant with no furthC-r applications of animal waste during the crop season. I 21. Highly visible markers shall be installed to mark the top and bottom eleva ti0i ns 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 sto�age 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 a plied. Nitrogen shall be the p t rate -determining nutrien4 unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitroge'p based rate. Zinc and copper levels in the soils shall be monitored and altern6tive 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 rive (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina i regulations. ............. -- ....... -------- ...... -- .......... ....................... ...... ---- ............ 262986 Databaqe Vetsion 3.1 Date Printed: 1/28/200-4 Sweification Plac 3 21 Michael F. EasJey, Governor \N A P�y Bobby Howard Bobby Howard Farm PO Box 205 Kenansville NC 28349 Dear Bobby Howard: WilNam G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klirnek, P. E.t Director Division of Water Quality May 1, 2003 Subject: Certificate of Coverage No. AWS310435 Bobby Howard Farm Swine Waste Collection, Treatment, Storage and Application System Duplin County On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the Division of Water Quality (Division).to extend the expiration date of the Swine Waste Operation General Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the expiration date to October 1, 2004. During the period : of this extension the Division will be working with all.interested parties on the development of a new version of the Non -Discharge General Permit. In accordance with your application received on April 1, 2003 and in accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Bobby Howard, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. The issuance of this COC supercedes and terminates your previous COC Number AWS310435 which expired on April 30, 2003. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Bobby Howard Farm, located in Duplin County, with an animal capacity of no greater than an annual average of 1760 Feeder to Finish swine and the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows The COC shall be effective from the date of issuance until October 1, 2004. 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. If your Waste Utilization Plan has been developed based on site specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. WO EUR Non -Discharge Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 Customer Service Center An Equal Opportunity Action Employer Internet http:ffh2o.enr.s1ate.nc.us/ndpu Telephone 4P19) 733-5083 Fax (919)715-6048 Telephone 1-877-623-6748 50% recycled/10% post-corts 4 or paper Upon abandonment or depopulation for a period of four years or more, the Pern-dttee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any lagoon or any wetted area of a spray field. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C 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 Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, Please contact Sue Homewood at (919) 733-5083 ext. 502. Sincerely, for Alan W. Klimek, P.E. Enclosures (General Permit AWG100000) cc: (Certificate of Coverage only for all cc's) Wilmington Regional Off ice, Water Quality Section Duplin County Health Department Duplin County Soil and Water Conservation District Permit File AWS310435 NDPU Files I v Crop Notes i The foilowing crop noft applies to fi6ld(s)-. I Annual RycGrass- This crop is not an ovemed. Recommendations for this crop are not applicable to a ryegrass overseed. The following crop note applies to fi�ld(s): I Pearl Milieu: No Comment ... — ----------------------- ..... --- ............ ........ -- .... -- ........ I— .... 262986 Database Version 3.1 Date Printed: 0 1-28-200-4 i .................... Crop Note Page Page 1 �f I Vj ANIMAL WASTE UTILIZATION PwW k05 (5�-L05 I Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: LOUIS HOWARD 715 SARECTA RD KENANSVILLE NC 28349 910-296-0870 Existing Feeder to Finish 1760.00 hogs 'P S w \in I CA R Anaerobic Waste Treatment Lagoon 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. Se ' veral f;ctors 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 I I ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) I 1760 hogp x 1.9 tons waste/hogs/year = 3344 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 1760 hogs x 2.3 lbs PAN/hogs/year = 4048 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' 4222 �Tl_ FOA BC 5.1 25S G.03 1537-65 I +APR- V-11-610 4222 H1 SG �1 185 16.03 1512.55 +SEP- MAR 4222 H2 A FC 3.5 11-75 1 15-93 11037.75 +AUG- APR 22 H3 FC 3.5 IFOA 1175 1 16.03 11055.25 +AUG- APR END TOTAL14143.2 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + Dates shown reflect op�timum uptake periods for nutrients. Waste appilcation may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients.. This plan only addresses nitrogen. Page: 3 ANIMAL WASTE UTILIZATION PLAN TABLE 2; ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land, See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED or ------- APPLY RESID. APPLIC METH N TIME END TOTAL 10 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + Dates shown reflect optimum uptake periods for nutrients. Waste application may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. 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, 6-are 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 ac HYBRTD B ERMUDAGRAS S -CONTROLLED GRAZED TONS 50 FC TALL FESCUE -CONTROLLED GRAZED TONS 50 SG SMALL GRAIN OVERSEEDED AC as TABLE I TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 WETTABLE LBS AW N USED —ACRES 17.99 4143.2 0 0 17.99 4143.2 13ALANCE -95.2 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 6S1.2 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 3256 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 10.8533333333 acres of land. If you apply the sludge to corn at the rate of 12S pounds,of nitrogen per acre, you will need 26.048 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 255k 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 plarij 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. I Tract I Field 4222 Hl 4222 1-1 H2 4222 1-1 H3 4222 -1-1 1_1 -H1 jApplication RatelApplic. Amount Soil Type crop (in/hr) (inches) FOA FOA FCA BC FC FC SG .50 *J.. 0 .50 1 *1. 0 .5 This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. in many situations, the application amount shown cannot be applied because of the nitrogen 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 I and 2. Failure to apply the recommended rates and amounts of 'nitrogen shown in the tables may make this plan invalid. Page: 7 ANIMAL WASTE UTILIZATION PLAN Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OE OPERATION THIS WUP IS WRITTEN BASED ON AN IRRIGATION DESIGN DONE BY TOM GROCKETT IRRIGATION, INC. TRACT 4222 IS A REPRESENTATION OV TRACTS 4222&4230 COMBINED. THE FIELDS, AS SHOWN, ARE HYDRANT PULLS SHOWN IN THE IRRIGATION DESIGN. MR HOWARD MUST ESTABLISH BERMUDA RAY IN PULL H1, AND FESCUE PASTURE IN PULLS H2&H3. THE PULLS MUST BE SECTIONED AND MAINTAINED SUCH THAT A ROTATIONAL GRAZING PATTERN MAY BE IMPLEMENTED FOR THIS PLAN TO REMAIN VALID. SEE ATTACHED NCSU MEMO ON SMALLGRAIN OVERSEEDING. MR HOWARD AGREES TO FOLLOW PUMPING DATES AS OUTLINED & HIGHLIGHTED ON ATTACHED NCSU MEMO. Page: a WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 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) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolinw, for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops -in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page., 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The cuter 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 SO 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 PLJW 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 AGREEMFj Name of Farm:BOBBY HOWARD FARM(31-43S) 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. (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 Owneri LOUIS HOWARD (Please print) SignatureoO� 5��d 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 219 KENANSVILLE NC 28349 Signature: r ,& 1�v a6,,r—_ Date: U Page; 12 I (.,4. 'Ar. 5 M. (: . Lr..Vo -, t V �6 b - U . �rOAWAV LM A 1:4-WOPO A I �V -"-'I I I k. U *J�nd' �Pe Memorandum TO: Norili Carolina Cer,,iNed Technical Spechalisis f:ROj,.A: NC citatc- Univers1(y ForLoe Production VVor.'-,,croup D A TE: July 13, 1993 SUE,.)ECT� Clrop Man&gernen; Practices lo; Sc-;ect Fo,,a��C-:s 1 �7 Used in Wa.�te iMianaoerner); Depertment of Crop C ofl Co9a ot Agi lcufluro C,'-ef L rN, Sc ij, I C,�c Carnpu:� Box ?620 naic,vi. i4c2 7_69!j. 7t;;r,., Big �115 �1647 9 19. S s 5 7 915 9 ( F&.z Thc is . our-paga surrmrLry Of su�.,vcs:lons Cor n-._-,%L2i2mcni pi-acuccs for soir-_- I - ora�rd crops 60---1 can b&_ used in vvasco rn_,-na1o2r.n.Ani plans� 'Yh�:st suggcslicns z!-,c a resuh Of 0 discussions wj(hjr, ific NIC StaLe Univcrsit�-- Foracre ProducLion a group cornp?15c�d 0 1 cl- o(*NC Staic fe­culty and NRCS a-ency person%] �vUh expertise �vii,L the crops. Th.-re are La-�tcd docun-Lantcd research resporLs-es of some of ch--se practices on Llr_rn,any soils and envLronrrieriis where these crops are currendy being grown, The Fora-c Flro�ducijori C, WorkgToup has taken the available data and used chc combincd experiences and realls(ic esurnates of key people to c " orrz up -vizh �uggesuons that will allow farraers to incorporate these cro�s and p�actices'­`i,�.ro 'waste' ffian�g�rncnt plans.'. As data, -,become. available' substaniiate or refute ft Forap. Production )�Iorkgroup, wiLl appropriate changes. Bermuda 0 vers'eided Mth­jN;iai.,R.,�'- t e;and-Annu4 Ryegr�s 0 typ d f rye,�7aS �.�rd 'f 1. - 0 Currently tw _S S se or, winter S��'idg` ie1ds;_USdd`�z 0 r- Y �9: Lj uimaf wasie rrLanagern-zent. :-ggAr�j Ky�, is. , a -- winter an ntial - s rrua U g r ain t �at, 00 simil�.r to, wheat, barley and oais. &n�al '10 _k -tall _a6gg ,q�_ is a'winter aandal grass that. b s mucfi;4��' fescue. Both of thes�c grasSeSL growing during th�� winter on--ber=`da,.sod.-- t Id—ft' e"' siari�ificaric irripacc on subsequicnt berrnuda yields. In ��ct tbd otal yie s-. orn­ad��acr gTowing the combination of bermada with these winter annuals will usual ly- -yield betw� detil tons rricire per acrd than bermuda growing aJonc' for rh-- year. - Th2refore',_'th_-'Co�k a=Unt., ot PAN /ac: re to r t he yeaY is abo ut 100 lbs mo rc than fo r bermu da -alo ne - Al(hough cer-eal r'yei- a:rfd' annual rytgrass are suitable crops for overseeding. the management of ch&. crops are differeril and thus practices irnplcmemed are dependM on the crop selected. ' rd -Mrl N. ­rAV h 0 AM iN a L4 A UOMI if W h Lr. Ocipamrrienr ol CrOP Scloncc Culage of A9-'1CU(1wi Ond Ulu cz.-Pus "02 "*620 NC 2760t� ?Glo 919 5 15L2647 9iv.515 79,-'9 1;u) Ceren) Rye Vhc co-rea.] ryc shr)uILI i;,� p r i i c d by Oc i o N--r t o P,,,) v i cle i h c be s ( cl p; un! I C C;- C,_ I rn dr i I I n g r�,(: M40 st!Ofl Oc�,; 111an 3 I growih- The. rnc:,L�i it s(ands i4_re obiLped L) wchcS ujil) sod 11 drillim-, 'Is rim ihc -seeds ITJ? Y bL' bro�dc_j�[ On shon 1 1. 1. t)vrmuda sod (I)II(p',Cd d 1 1,11[ CUJEiV�:[ Ion kwi, h a or ti-H3ge imp�'­nicfii T i i c �n a r ii � c for 1)ro�dces-L r!--- n: if i,., o I' Scud S shot., I d t,: i -5 itic r.ic for drdicuf scedL,�. The Iasi cation oi inini6f V.L2 ap_ �LC is Lo bc J)� i L d�_l [0 lrj,' NrrnUd�! p,'�Uf -.0 AUMI n 'JaIbL, N (PAVI bc �pp"-(! bt.,ov,�E:n Septernber 15 appLicaLion o' 50 1bs/--­%: nf 111am %­L Octobti 0. i�jr) ��i;on3i j bc 0 lbs/acr�� Of PA�N ii)�Iy L ­rowth is on -wi., Lnd doc-s not s;griJf_tc-�1n!'y shLdc Lh,,� raxs !or I he j I S rt! cd p r: o.- s�tbscquent c--n-muda c.-op LFc fbasud on rcaListic yjeJd._: ol b c r rn � 1,�.a q L! io hL-ad'rie or 7, %vtucti evur comes 1-Irst. Tli�,_� i� riccessanr [0 j­;�, (he ro�eriijl tb r shading bermmda and -,,ducing I LS Y I d ,, The r-210. for gZL:,,e�d [ h b- Lf I CML, 'a Ovcrseeded VL" C �j c c re I r �;c rriust b c -cri uced Ln, accordan--c �v 1; ',,7R C S Tec h n� c a I S , an d 2-,,d C-1. �utu d Rycg7-ass nu arl- ryegr "�S s. ho u Id be P Lin Ltd by 0 q E o be r 15 co pro vid-c che be s z' o ppon u n i i Y t o a e t w inu e r grov,-th_ The most consistent stands are obtained from drLling ryagrass into �hon, (less zhart 3 inches [all) ber-mudagrass sod. If drilling is not possible, th-- &eeds may be broadczs( on short: be.r 'Mud a s od toll o wed by a lig h t c u I C ivatio n w it h a d isc o r t il lagc imple- rna n t. The sezd ing rat e fdr. broadcast plantin- of serds should be 1.5 tirries the rate for &Mcd seeds,'Thc -last applica.Up n o f arLimal - w aste is to be applied W the bcr.m6d a- prio r _(.0 .' August, 3 1 Aii applicarici a of 50 1b slacre o f (PAM'-iriay b-^ app lied bei ween. S eprember'.1 5,'ai�d Ocio'b6r 3 0. An addicio'n al 50 1b s/acrd o f PAN may be applidd in 1`6bruar�--MarclL- M additio'na 1,.-PAN is-,­'­-:,�. applied to. the rye'grass in April-�Mp_ , the PA.N. rat6 for. th�­b.-Trnuda M' u T U_ i6d U`c e'd b Y Y, W, ccifresp6iiding arribunt.-Thi§.is'necessary , M, d'. _... reduce bcnimda yields vd'shorten the tana berrnuda can P�Uy"u'cinze` il�6 X11ar- Ye� t is re-quired by hcading--O� April 7, wlLich ever coMes CLr� � to pravcnt shadirt f c, g o ern-orgLu, bemuda'-during April -May period. To:*ff'Vcir'Ehe'Product1on. of ilic berrriuda,'� addifi6h, h. �arvests of ryegrass will be required when the ryegass canopy rcache� 12 The PAN ra�e for Era -zed systcrns with bermuda oVerseeded Nvith annual r'Y_'Ckr8s'* must'. reduced in accordance with NRCS Technical Standard #590. K10 LP 4 V C4 N " all t c'W' CC4?qjq0 C4 Ago -CU1tUf4 a r.C5 ( 11. SC I or�c Cjimr-ut F!c-,r 7&2C n#o.,ii. Nc . . I . r \7 1 1 1 i . ol ni cu (! a i i c. i:�, D ic v n ( h.(� re S "'k) r). S c. o I n a ni:i L-1 r.'s 4z 10 'LIE " 101." 1 L, � e t 11 0 ".;k 3L? P t in Ner­,h (-Lrolln�: lilli;J !'Urthrr djr�z is colicciud, 01� �'0110��t. trip, T, i'm N' 11", U"Cd 0n � a f i - - Lj e oils oi c).Cez�si !c. -:Ybrid bc-rinud2n:,ris� at Sin-Ull'a! 1',,'�'N pcorl%, jr -incdl so I I S I!) a, a:c -Qc) 1-1 k 0 S.'-� ill- r oi �s r ria y yi,_ rn._-,n� (hi�n hN,brid bcfaiuda sjov.Tv i�))� no, I nQ x nicSt or -%I'[ st��on: k is to bf harvt2sr�2d, t �110u!d bL, donc J�Llu Sccd'­�d fornuLio-i on a L.!-- C) joi,iri, ot th, plants. Thcrcfor(�, PA2' i' r' ibc sczdLn�,. v­r Shou�!'J tc- rrjod'!­�d �i ;,'th ,vjmer -annuals !v adv�sed bcceuSz �h:� Lng ga,72�c7ra� I is 1101 CU71drit.. baiv�-siing oT grazinc n-L'ariagemp-ni of ilie A-inzcr Lnunuzd crops durLn� 1-cbruLr�'-Aprii w0uid &Z cicirimdniL11 (o ih,� &jr%,ival of 'caniagrass. Cja.ma2rass should qoi normmlly bd harvested or �47aze_d below 6-8 inclics sEubblc. Application rates are to be based an the realistic N-raies that address the N-needs P-r cori. of hay, a realistic yiel� and an appropriace application wind6w. When harveswd as hay in [he 24- 3 6 inc h st ag e of g ro wt h, t he N rate ranges fro M 40-50 lb s/co n o f dq miter, The PAN rate fo r grazed systems musc be reduced in accotdance'wizh NRCS Tech nical Standard #590. The, applidation wiridow for ga=grass is'slightly earlier tha� for bermuda; gamagass' siaxts.�­ growing about 3-4 weeks e&Uer than Coastal bcrmudagrass'and about 2-3 wixks Tifton 44. Gama-rass is donnanc frorn frost to March. The1asc applic�xlorj of PAN,. in"the sumintir.should be prior to Aug= 31. Rescuegras s (i.e. .4farua) Rcscucgra_�s is a cool 'sp-ason grass and makes most. oC its. growth from ?4arC'h-Junc..'�ftd.', Septernber-Novcrnber. It should r�,ceive raost of its N during the Septernber-October an�d.'1a'te.`:. February through May irmnihs. Lirnitcd data art available for raisLic yields of rescuegrass.... on various soils 8rid at various N levels in North Carodna. However, until Laher &' m'js collected (he following suggesdons my b4- useful. 1. On sandy. %vell drained to excessively drained scids, rescuegrass may yield 1.5- 3 cirn's f6scue, assun­una a uniforTn and dcnsc �tand ot'grass is present. I 'k P ,,PF�A . . , . , . . S: C P k?, h VC, � tlr�, A C CVW CA it m I jeav, c4eollr�u ;),�Pnrtmcrfl. U1, CIO:) Sc�-,,ricc C01op of AQr1cvitui.D anti I if� ;p:j.r,%7w, ca-pos 1101 tc,"O 1`1 cil.igh. NC 2';.q 0; 9 ) 9 S 15 2 15,17 rii 0 S 16.795,1 v , o 2 On -ci w pn� if-j'y dira Mcd s(2 11s. i cSC(jC�- ra,: - rn;iy yie, Id i: mrs �s imich a�, tic. Z -,C a Lj�,pi i-�j i 1)� ic.ios ri I nio.v ix I -1 5 1 C U a bi,�,c R y I: I d S JSSL me I h�ii si �uj�j r5k �, is mJ j ri: �n�, �,,ug �i ritji tir j,esccd -1 :,j C%MV v. r Ajh),-,qh rcscuci--r--,,ss is n it docs noi ocnsc. Salf��3CiL�I-V s!?.nds it is w r(�soc�l dvery ycar FvQn jmdcr thl� it 1� Q---i s vv;! j i C;": 1 0. 101-c zro%k-'ihs Ln �om.� yeLLrs b.": bLs(�,j on Oic r-alm[S:ic i� ra�r-S (j)Lj J as ii to oiliz, cool season zuCli dS fCSCLL-. rL:i-OL-lo m �,0-50 11hSY1C-,j1- f f I y e-! ! S 0 C � I u, i u e s c) ri i - grov�ih 1�, Jun-,-Aur-oSl if mni-s;u:e Is �vailable, Dui�n- LhCs� rcscucgass should no,, j,cmve mo,-c (han aboLl 25 lbs N/acreirnonth. apply 25 I'Lis Wacrl- bi JL-ne,-August if Leic cquivzient oi' i-i-nch oF weLcr cdn be appiic�J at mt: �q—m,2 [��, If the crop does nor respond wlEb at It-ast a 1000 lbs of' gomlh within a -3-5 weck pe-riod do not ma-�c 2noiher- appLcatlon until ih-,, pla-ntS have- h?d Z':%�! opportunity to us�- �he prt�,ious applicaLiOrl, NCSU-MEMORANDUM PUMPING GUIDELINES PUMPING DATES FOR BERMUDA WHEN OVERSEEDED SMALLGRAIN USES HIGHER THAN 50lbs N/AC RATE APRIL-AUGUST,31 (ONLY ACCEPTABLE PUMPING TIMES) PUMPING DATES FOR SG(SKALLGRJkIN) USING OVER 50lbs K/AC RATES (BERMUDA SHOULD BE LESS THAN 3in TALL PRIOR TO PLANTING) SMALLGRAIN CROP SHOULD BE PLPIqTED BY OCTOBER, 15 FIRST PU`MPING [SEPTEI-IBER,15 THRU OCTOBEER,301 (APPLICATION AM'01-7-,�,-T NOT TO EXCEED S01b;�N./.;�C') SECOND PUl-TPI�JIG CFESITZU..�-RY TERU m-kIRCH, 3 11 (.;tP?LIC'-.TION 7-2,10�W-T NOT TO ---',.CE7-D 501h)SNIAC) CROP MUST BE K�'RV'ESTED PRIOR TO KF-.'--DING OR APRIL,7 �FgllCh E'V'ER COZMES FIRST f State of North Carolina Department of Environment EJUN 19 2001 and Natural Resources Division of Water Quality Michael F. Easley, Governor NCDENR William G. Ross Jr., Secretary NORTH CAROLWA DEPARTMENT OF' Kerr T. Stevens, Director ENviRONMENTAND NATURAL RESOURCES June 19, 2001 BOBBY HOWARD BOBBY HOWARD FARM PO BOX 205 KENANSVILLE NC 28349 Subject: Certificate of Coverage No. AWS310435 Bobby Howard Farm Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear Bobby Howard - In accordance with your application received on June 29, 1999, we are forwarding this Certificate of Coverage (COC) issued to Bobby Howard, 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 manaE!ement of animal waste from the Bobby Howard Farm, located in Duplin County, with an animal capacity of no greater than 1760 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. 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 CAWW and this COC and shall be completed prior to actual increase in either wastewater flow or number.0-animals. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5D83 FAX 919-715-6048 An Equal Opportunity Affirmative Action Empioyer 50% recycled/ 10% post -consumer paper Certificate of Coverage AWS310435 Bobby Howard Farm Page 2 This COC is not automatically transferable. A namelownership 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 Stephanie Warn at (919) 733-5083 ext. 544. Sincerely, T. Stevens cc: (Certificate of Coverage only for all cc's) Duplin County Health Department Wilrr�ngton:Regional--Office;--Water-QualitX-_S Duplin County Soil and Water Conservation District Permit File NDPU Files State of North Carolina Department of Environmer&and NaturalResources Division of Water Quality Non -Discharge Permit Application Form (THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL) General Permit - Existing 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 that are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. ;V I. GENERAL INFORMATION: 1.1 Facility Name: Bobby Howard Farm I'D n "OW 19 1.2 Print Land Owner's name: Bobby Howard 1.3 Mailing address: PO Box 205 City, State: Kenansville NC Zip: 28349 Telephone Number (include area code): 910-296-1489 1.4 County where facility is located: Du2fin 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): On south side of SR 1700, 1.3 miles cast of Hwy. 11, 1.6 Print Farm Manager's name (if different from Land Owner). 1.7 Lessee's / Integrator's name (if applicable-, please circle which type is listed): Carroll's Foods Inc 1.8 Date Facility Originally Began Operation: -4+*­!� J_ I/ q 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No,: ___2_1 (county number); 435 (facility number). 2.2 Operation Description: Swine operation Feeder to Finish 1760- Certified Design Capacity Is the above information correct? E��Jyes; [�:]no. If no, correct below using the design capacity of the facility The "No. of Animals" should he the maximum number for which the waste management structures were designed. Type of Swine No. of Animals Type of Poultry No. of Animals Tjpc of Cattle No. of Animals • Wean to Feeder - Layer - Dair • Feeder to Finish - Non -Layer - Beef • Farrow to Wean (# sow) - Turkey • Farrow to Feeder sow) • Farrow to Finish sow) Other Type of Livestock on the farm: No, of Animals: FORM: AWO-G-E 5128/98 Page 1 of 4 31-435 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 19.7 , Required Acreage (as listed in the AWMP)-. 4.7 17,99 2.4 Number olED storage ponds (circle which is applicable): 1 2.5 Are subsurface drains present within 100' of any of the application fields? YES or (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or 19 (please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only) gE or NO (please circle one) What was the date that this facility's swine houses and tagoon were sited? .4-1 _ What was the date that this facility's land application areas were sited? - - �E - 19-- - 9 2- 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. 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. Some of these components may not have been required at the time theJacility was certified but should be added to the CA WMPfor permitting purposes: 3.3.1 The Waste Utilization Plan (WUP) must inc I ude the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 'Me Realistic Yield Expectation (RYE) for every crop shown in the WUP, 3.3.7 ne 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 no(ed. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 3.3.16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. Applicants Initials I 4y FORM: AWO-G-E 5/28/98 Page 2 of 4 31-435 Facility Number: 31 - 435 Facility Name: Bobby Howard Farm 4. APPLICANT'S CERTIFICATION: 1, 80hk�,j (Land Owner's name listed in question 1.2), attest that this application for (Sphh,4 Howard—�-_ar," (Facility name listed in question I I 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 rcAurnedp.mc as ipcomplete. (­�\ Signature Date 5. MANAGER'S CERTIFICATION: (complete only if di ffercrit from the Land Owner) (Manager's name listed in question 1.6), attest that this application for _(Facility name I isted in question 1. 1) has been reviewed by me and is accurate and complete to the best of my knowledge. I undcrstand 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 APPLICAMN 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 5/28/98 Page 3 of 4 31-435 6A jirvism OF WATER QUALITY REGIONAL OFMCES (1/99) Asheville Regional WQ Supavisor 59 Woodfin Place Asheville, NC 29901 (704) 251-62DS Fax (704) 251-6452 Avery Macon Buncombe Madifion Burke McDowell Caldwell Mitcbell MAW Polk clay Rutherford Gf8ham. Swain Heywood 7�1=ylvanil Henderscm Yancey Jackson Fayetteville Regional WQ Supervisor Wachovia Building, Suite 714 Fayetteville, NC 28301 (910)486-1541 - Fax (910) 486-0707 Washington Regional WQ Supervisor 943 Washington Square Mall Washington, NC X7889 (919)946-6481 Fax (919) 975-3716 Bmdort Jones Bertie Lenoir Cbowan Pamlico Craven PasquoUnk Ouritack. Pfrquimans Dam Pitt Gates Tyrell Gr e Washing= Hertford Wayne Hyde Mooresville Regional WQ Supmvisor 919 North Main SUW Mooresville. NC 29115 (704) 663-1699 Fax (704) 663-6040 Raleigh Reeonal WQ SupeMsor MW Barre Dr. Raleigh, NC 27611 (919) 571-4700 Fax (919) 733-7072 Cluffiam Nub Durham. Northiapton Edgecmbe Orange Franklin Person Gnmville Vance Halifax wake Johnston Warren LAC Wilsm Wilmington Region. WQ Supervisor 127 Cardinal Drive Extension Wilminpn NC 28405-3845 (910) 395-3900 Fax (910) 350-2OD4 Anson Moore Alexander Lincoln Brunswick New Hanover Bladen Richmond Cabarrus MedUchburg Cartmt Onslow Cumberland Robeson Catawba Rowan Columbus Pender Harned Sampson Cleveland Stanly Duplin Hokle Scotland Gaston Union Montgomery Ireden Wimmu-Salem Regional WQ Supwrisor 585 Wangbtown Sum Winston-Salem, NC 27107 (910)7714600 Fax (910) 771401 Alamance Rockingham Allegbany Randolph Ashe Stokes Caswell Surry Davidson Watauga Davie Wilkes F"FA Yadkin Guilford FORM: AWO-G-E SIMS Page 4 of 4 ANIMAL WASTE UTILIZATION PLAN Producer: BOBBY HOWARD Location: PO BOX 205 KENANSVILLE NC 28349 Telephone: 910-296-1489 Type Operationt Existing Feeder to Finish Swine Number of Animals: 1760.00 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 I � 11 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 I 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, analysiL; content and crop type. Lime mus� be applied to maintain pH in the optimu'm range for specific crop production. This waste utilization 'Plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 1 1760 hogs x 1.9 tons waste/hogs/year = 3344 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN), PRODUCED PER YEAR 1760 hogs x 2.3 lbs PAN/hogs/year = 4048 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 4222 H1 FOA - 13C _� . -1 5 _5 �7_03 1537.G5 I APR-SEP 4222 HI SG 31__�127 _!�5 I SEP-NOV 4222 H2 FOA FC 3.S 1175 1 15.93 11037.75 SEP-APR. 4222 H3 FOA FC 3.5 '1175 1 11 1 1 16.03 11.05-5.2.5 SEP-APR END I I, I I I I I TOTAL14143.2 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 ftiture, regulatiohs-- may require farmers in -some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. 13 Page: 3 I . P 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 LES Comm N ** * LES DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED or------- APPLY RES1D. APPLIC METH N TIME END TOTAL 10 Indi'cates that this field is being overseede'd (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 bermuddgrass. 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, etcj 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 I and 2 above: CROP CODE CROP UNITS PER UNIT BC HYBRID BERMUDAGRASS -CONTROLLED GRAZED TONS so FC TALL RESCUE -CONTROLLED GRAZED TONS so SG SMALL GRAIN OVERSEEDED AC 85 TABLE I TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 WETTABLE ACRES 17.99 LBS AW N USED 4143.2 0 17.99 4143.2 BALANCE -95.2 f ------------------- 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 p6riodic 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,produ'ction facility will produce approximately G51.2 pounds of plant available nitrogen per year'in the sludge. If you remove the sludge every 5 years, you will have approximately 3256 pounds of PAN to utilize, Assumin4 you apply this PAN to hybrid bermudagrass hayland at the rate of 30.0 pounds of nitrogen per acre, you will need 10.8533333333 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 26.048 acres of land. Please be aware that these are only estimates of the PAN and land'needed. Actual requirements could var� by 2516 depending on your sludge waste analysis, soil types, realistic yields, and application metl�ods. 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, so ' il structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and Page: 6 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract Field Soil Type 4222 H1 4222 H2 I- 4222' H3 4222 -HI I- FOA FOA FOA crop BC FC FC SG jApplication RatelApplic. Amount (in/hr) (inches) 1 0 *2.. 0 .50 *1. 0 .50 *1 .5 This is the maximum application amount allowed for the'soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen 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 I and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Page: 7 I I . ANIMAL WASTE UTILIZATION PLAN Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION THIS PLAN IS WRITTEN BASED ON AN IRRIGATION DESIGN DONE BY TOM CROCKETT IRRIGATION, INC. TRACT 4222 IS A REPRESENTATION OF TRACTS 4222&4230 COMBINED. THE FIELDS, AS SHOWN, ARE HYDRANT PULLS SHOWN IN THE,IRRIGATION DESIGN. MR HOWARD MUST ESTABLISH BERMUDA RAY IN PULL H1, AND FESCUE PASTURE IN PULLS H2&H3. THE PULLS MUST BE SECTIONED AND MAINTAINED SUCH THAT A ROTATIONAL GRAZING PATTERN MAY BE IMPLEMENTED FOR THIS PLAN TO REMAIN VALID. -V S�g, A* 0, 4,3 j IV C 5 V Al 0,-, 0 0,1 S�,4 I ( y,I. OVarjaedii) Page: 8 I , k 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 d 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 S tons per acre per year. waste may be applied to land that is eroding at 5 or more tons, but less than 10 t ' cns per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not.be applied when there is danger of drift from the irrigation field. C 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. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet -to perennial waters. (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 100 feet to . wells. I 13. Animal waste shall not be applied closer than 200 feet of' dwelling� other than those owned by the landown4r. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. IS. 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. 1G. 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 4, 1 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 Ndrtlf-- Carolina regulations.; - Page: 11 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Kame of Farm:]BOBBY HOWARD FARM(31-435) OwnerlManager 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. T (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 2S-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: BOBBY HOWARD (Please print) Signature: Date; Name of Manager(if different from owner): I — 6�;-r_2 � 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: 10:16 -?P- Page: 12 SIX U un.ven IV �% h �� , ,1,j V��,-njjMf tLnd A ej� _'F��tj CA 1,1 ri IP L:.. Lo 1.1'41vo Dr I'lof U k CAM111 46 Memorandum TO: Norm Carolina Cer'Jiled Technical Specialists FROM: NC State University Forage Production Work -group DATE: July 13, 1,998 SUBJECT: Clrop Manigerrant Praclices [or Se�oct Forag.es Usod in Waste.ManagemGni Dcparlioem of Crop C allog D of Agr Icull Ur6 r-',rf L 110 SC P61 ic M CampuL 66% ?620 nai,.4gi, 14C 2769S,7t;�C, 919 5 IS 2647 919.1rI5 7959 (f") The fol-lowino is a lbur-page surnrnwv of suovstions for rnamaoement praciiccs ibr sonic forage crops ilha[ Can. be usad in waste managerneric plans. Thcs.� suggcstions are a result of -discussions within the NC State Mvcrsity Forage Production �%Io�kgroup, a group cornprised 0 f NC S t a I e fac U Ily a nd N R CS age ncy per so n ne I wit h. expert Ise Nv I t h ( he cry ps. There are Urnited docurmntcd reswch responses of some of thcse practices on the-rmny soils and environments where these crops are currently being grown. The Forage Praduction Workgroup has taken thc available data and ukd the combined expericrices and realistic estimates of key pooplo to conx up with �uggesuons that will allow faimers t:o incorporate these crops ind" piractices"Irito 'waste management pLarts. As dat&,�,beqorna - available', to t up. N shstantia ii or refute 'the�&`,:.suggestidhs The Forage Production "appropriate change Am. .4.4, gr �us U4 area R�e,an&�, fiel7n ' ra Overie i,��d ualRyio"" T Vf 0 o '0irrently t W��O`�'iy'pe� uLsie"d �br- wmter. overseeding,.;in�,,field�i.��ii§i dl� fi rile srnail airLihait­ k' s', h a r to artirnaf waste manage ' nt'. __,-C_.ereA rve is a-�'wime'r an. gr , 't wheat, barley andoat'. &nual g- -.is at winter atintial grass Ehat'Jo6k�"muc9.!- i� s fescue. Both of thm grasses.,-, when grqwing during the.'winter. on, b6irhuda,.sod-. can-. a significant impact on subse quent bermuda yields. ID &ffect, the� total. y�eld 0_M;'1-qn11 acre 2 growing the combination of bermada with these winter aanudls will usually -yield bi�_twddn Y- ton , s more per acr(� than bermuda growing alone for ilia: year.. Therefore; the'c6fil ;i=unt.. PAN /acre for the year is about 100 lbs more than for bermoda a -lone. Although cer'eal iye add" annual rycgrass are suitable crop� for,overseeding, the management of dic crops arc differeat and thus practices irnplemented are dependent on the crop -selected. N w, n ft Z� � . 011 * :,�, f: . , ; fif . ­rA Y Fj h �Ml ej f),cParjrT%vn1 01 Crop Scibncc 9P r I 1;�'J A , .4 h Lramp .&CAAWN PrL W I p .. Llnl,mr, Y. Nw%tz Cnrvlia�.r CUJ,304a al Agli�ulltjrtj and 1JI'l S<Aor'(�w camptis Bal "6210 flaii,igh. NC 27696 '16,'0 Sig 5 15,2647 - 91 V.5 1.5 79,19 0 ax) ')'lie, cc TcaJ rve should pl:ji it ed by Oc I Obu-r 13 to provide I hc best oppo: W!)l V, ;C.1 Oci VY'Mj,%CT gromh. The most cv-,,�Isicni starids afe obtLned LiForn drdiing ryc M10 shon Oess than 3 inches ial-1) bOrn--judagfl-s sod. I I dr-11 lin Q is riot possj`_,]�. t hic se.ed� Mh)' be h1_OJdC2si on sholl be.riTiLida sod fo I lokyed hv o 1W [it cu 16yat On wi, h a diloc or i �Iagc I rnj)1c Picrit, The st�4:difiq riae, (or broadcast plamlii�- of sc.cds should �Y2 j _5 i1jr-1--s thc rate for drilled sceds. The last ;ipplication of animal Nvasic is it) be applied io thc b.,rrnuda priul to Augu5i _71. An appikation of 50 )bSIa.,--ru of Plant AvaiJablc N' (PAN) may bt� applied betwecn Sepember 1.5 and October 30. /�_n addiiinnal 50 lbs/acre of PAI� ma), b� applied in February-Malch. 11' F�,e gro�xqh is ' harve,,zlec) or, ;1'rw aiid does not sign-ifica-ritly slinde L�ie beff%da, 13,AN raws fOr [lie subsequeni bermuda c-op are based on rea-Estic yields of bci-moda. A harvest is rcquL�cd prior 10 hLadlng or April 7, \vlbich ever comes flr5i. ' This jS riecMary to minimize the polentj2l for shading bermuda and mducing its yi6ds. Thc_ P.A_N ra[e for grazed systems with bcrmuda ovcrs6eded wlih cereal ryc rrjusL be rtduccd in accordance %vith ,NTZCS Technical SLanda_-d 11590. ��rtual Ryegmss nu al. ryegrass s ho u Id be P Mti,,d by Oic- t ote r 15 to pro vi&� thr- best opport u n ity to ge L win rt�_r growth� The most consistent sLands are obtained from drilling ryegrass into �hort, (less than 3 inches tall) ber-muclagrass sod. If drilling is not possible, the seeds may be broadcast on,short lberr�uda sod follo wed by a� I ight cu It ivat io n wit h a d isc: or � il lage implement. , The seeding rate �'fdr broadcast planting of seeds should be 1.5 tirnes the rate for drilled setds,'Thc last ap�licaiiiion of animal'wa5te is to be applied, to (he b6r�mW� prior" to. August; 3 L Axi application . of 50 lbs/acre.-of (PAN) -may be applied betweeri-�C�tember-,,f.�.,..'a��,d,.O,�t.ob�t.30. 4! An additi6nal. 50, lbs/a�re'of PAN may be applied in F6bruark-March:_�, M- additional-, PAN, is applied'EO the ryegrass in April.-Mdy, the PAI�l rate'.'�6�.the-ilberm'uda-mu�t.'b'i��'i�dii66d:by am T 'A ,!.cog sp di amount.'.7his. is.',hecessary because,, ryegrass,.&' ikh'�,'�'dturing ,,Prl M red�� -ten ritioda',cin 1jilk. 6c ilize - the b�ivest is a Yi6lds and'shor t�i tirm be required by beading --or -April 7, which ever'co' rmis fir's, t to prevent shadffig.:'o - emergmg berrriva�'du_ring -A'pril-May peFiocl.' To:Tdvo_r, the, ''production of the er "da'-iddliti6nal �arvests of ryegrass will be required when the 6egass canopy r6acfies 12 to- 15. irichei, hcii�ir. The PAN rate for gazed systems with bermuda o''Ve'r'seeded with annual ryekrpts. must reduced in accordance witfi NRCS Technical S=d'ard'#5'90.- !0:-Irl 5J."Ir. ; .. , .. ,r,trip L0pi_n,,k ;oid D ::wmm­�w rLf.1:_' v �A t hv L�.,-'04n- I Y 01 H L'FVI C d Mk 1U Dop & rVI 'C' I q " C" ::! (.) f � S"; � s ? Ccq I,& J.5 :6 A gf P�_u It ufe �.fj I rf. _;C I 0F.0 Cwnpun Frw 7G2G 914 515 HA I '9�9 ,Ia)cj Fasie.rn Gamagrass 1-111mcd are on ih4: iesponsu of ,am.,igm,ss -I(., varinuk le;.,els of N :,nd scll typ,�2s w !\onh Cl,rolln� Hnwevc�r. ijim'I 'u.rlher dw� J� Coftclud, lh(� (0JJQW1j19 he usc'l 0"I s"[11-z" t�vuj-ed Sol)s' 012.1 LF.'. wel) 'tairl 01 drL.-ricd, e. I d r- I I ar i c. h N, br i d [:�c ri n u d ri s _s a i s i rn I --ij P AN ri'j (. c s. 2, On hL�a,�'v iex1ui(!d solls thai arc rxx)j-J%, to soirt�%vhw poor],., dr--nined. variizgrass rn�iy yi . e1i 1.3.3 Jrrif-,s more ihan hybrid herr-riuda. Gjama�fess c'Stiiblis�i�s slowly and riot usually pr(iduce niuct) hajvc�stabl� f0rage diinno ibe esiablislimem It is bcsi !o ai)ow ifif oromh dunAi.,i thi, s�_edll[­12 YCE: to 3cctjmu)�[(� foT Most or L11 Seasort� 11' it is to bc fiarvested, it sliouid be done afi��r fu_� scedhead fo�nlaiiafl on a rna�jorliy of Hie plants, ThereCdr(�. PA-N- 1'or 11-ic scccil-InCL, yeair shouid bc, modified accord-ingly. Dvcrsoeding garriagrass with winter nrinua-Is is not CI.Lr-ewly advised because Ll­ift barvesting a� arw-ing managernent of the wimer annu3l crops dunno 1_c1bruafv-APrI! would b,� deirimenl2l (L) the survival of Cjama,,rass should noi nonTially be harvesicd or graud below 6-8 �nchcs stubbl,,. App licat ion rates are to be b asad o n i he re ali st ic N' rate s th m ad dres s t he N. needs er ton of P hay, a rcaEstic yield and an appropriate applicaiion windbw. INTIen harvest�d as hay in the 24- 3 6 in c h st age of &owt li. the N rate ranges fro m 40-50 1 b s/coD of dry. maer. The PAN rate for grazed systems. musc be reduced in accordance with NRCS TechnicaJ Standard 45 90. The applkation window for gamagrass is slightly earlier, r.hari for bermuda gamagrass sTarts growing about 3A weeks earlier than Co��tal berrnudagrass'and about 2-3 wee . ks.carlier r1iiii Tilto n 44. Gamagrass is dorrn�nf from frost. to March. The: las t application of PAN in­�Jhe sumimr.shoiald be prior to'Au&t 3 1. Rescuegrass (i.e. Mama) Rescuegrass is a cool season . grass and makes most o f its - growth fro m \1arC'h-Junr_ and., September -November. It should receive most of its N during the September -October and. lace' February t1irough May mDnths. Limited data are available for realistic yields of rescuegrass on various soils and at various N levels in North Carolina. However, until further dam is collecied c he fo Howing s uggest ion s rimy be - u se fu 1. On sandy, wel-] drained to excessively drained soils, Tescuegrass may yield 1.5- 3 tinins f6scue, assurning a uniCorm and dcnse �tand oj'grass is preserit. , - A j N 00 '-,� t 10 U r I Pj- k� , t� k,. f, i k - - � ul .% up,, ji ro ek e. nrL< r e , i n rj r .P. f 'i C I Y n, F 4(gu 4 t: i.0 Cjj!,u fin r t men! ul Cf op C Olanu of Ayr ii: ultu r c a nrl I rf� Sciw it: e, Carnputs 110, /G,--O H8keiph, NC 27�.1)S-7(.*1C) q19 515 2CA7 010.516.795q 0 11) U as C L- 0 n v., r pno rly dra I n u d so I I i c sc L, c c. r;j s - rii;i y y I e. J d 7.S , I - 0 1 i i n t-. % a s ri I c 11 It 0 olk �A,hcru lwih :.-re well ddapicd the vic-Ads of resclj-,Ipr"JS� OWN, (wl�s 01311 fl!�Cuc T" )e. above RYI,�. CsfifriLics assume I hai 1xid cunsl[�! 1� rmalrfi;�jnvd 'Iijougti ri�jmj,al Li S s -i -i al" ii doeS Ot n - riUmi dense, satisi'aciGry L; C uiir. A�ih( gli rt�scuq:r� is : perer, I n IL I s i ands ijrilc­�,s It is �ilfo�k,ed to rcsccd every yca; F%,-Cm under this It is J11:01v Th:jI d)sel�d %-;ill affu.,I OnE Or more E�ro�vllls m SOD)f years, A�plilcatlon raics dre' �o [ie hascd on tile realj5-..c N rates Eh�it Addrp_!�S Ox� N nep-ds pef lon uf tia),2 a re,�11311C N%16d and an appropriate appli,-H,[ion ",L'Ildow, Wher)l hark,ested as O)L, N i 'Jar to othcr' cool se�ison grasses �uch as fescue, Fallow,- from 40-50 lb5hon. rate is % rl'j 0 Rescuegrass may also conlulue -some grom.,N) In June-AugLIS1 if moisture is available. Dt-Lri-ng LhCSC off-scasons, Tcscijegra�s should not recelve more than about 25 lbs N/acre/rIlonih- Only apply 25 lbs MACTe. ijiJurie-Auglust. if the equivalm of' I -inch 0 1 waw cart be app'jicd at :hc same cin�. If the crop docs not rcspond with at least a 1000 lbs of' �-rmvih kviLhin a 3-5 wek, period do noi m;31,-e another application until Lfif-, plants have had the opporitinity to U&C Lht� previous application. NCSU-MEMORANDUM PUMPING GUIDELINES PUMPING DATES FOR BERMUDA WHEN OVERSEEDED SMALLGRAIN USES HIGHER THAN 50lbs N/AC RATE APRIL-AUGUST,31 (ONLY ACCEPTABLE PUMPING TIMES) PUMPING DATES FOR SG(SMALLGRAIN) USING OVER 50lbs N/AC RATES (BERMUDA SHOULD BE LESS THAN 3in TALL PRIOR TO PLANTING) SMALLGRAIN CROP SHOULD BE PLANTED BY OCTOBER,15 YTRST PUMPING [SEPTEMBER,15 THRU OCTOBER,301 (APPLICATION AMOUNT NOT TO EXCEED 50lbSN/AC) SECOND PUMPING [FEBRUARY THRU MARCH,311 (APPLICATION AMOUNT NOT TO EXCEED 50lbsN/AC) CROP MUST BE HARVESTED PRIOR TO HEADING OR APRIL,7 WHIChEVER COMES FIRST I ol State of North Carolina Department of Environment and Natural Resources 4 0 Wilmington Regional Office James B. Hunt, Jr., Governor NCDENR Bill Holman, Secretary Kerr T. Stevens, Director NORTH CAROLIKA DEPARTmewr Oor ENviRoNmvrr AND NATURAL RESOuFtcms Division of Water Quality January 3, 2001 CERTIFIED MAIL # 7000 0600 0023 4230 0605 RgTURN RECEIPT REQUESTED Mr. Bobby Howard Bobby Howard Farm PO Box 205 Kenansville, NC 28349 Subject: Notice4of Deficiency Bobby Howard Farm Facility Number 31-435 Duplin County Dear Mr. Howard: On August 31,2000, 1 Inspected your animal operation and the animaiwaste management system serving this operation. During this visit, several Items listed belowwere noted requiring Immediate attention andclarification. These involve deficiencies to the certified animal waste management plan that this facility operates under as a deemed permitted facility pursuant to 15A NCAC 2H .0217 and North Carolina G.S, 143.215.1. Cover Crop Needs Improvement: During the Inspection [twas observed that your bermuda and fescue covercrops need improvement throughout the majority of all your spray fields. If a majority of your annual cover crop fails or has Inadequate coverage, then you must Immediately Contact a technical speciallst.for guidance as to your available options including re-plantlng. If your crop has areas of poor coverage, then waste application should be minimized in these areas. It Is recommended that a separate soil sample ffe taken from this area indicating a problem area onthe paperwork fora morethorough soil analysisto be completed to find possible source of a problem. Fields lacking a cover crop for whatever reason should not have waste applied to them until a crop Is established. 127 North Cardinal Or, Wilmington, North Carolina 22406 Telephone 010-396-3900 FAX 910-360-2004 An Equal Opportunity Affirmative AcUon Employer 50% recycled/10% post-consurner paper It . Mr. Bobby Howard January 3, 2001 Page 2 For all crops, especially grassed pastures or hay fields, soil pH must be maintained for the proper health of the crop and uptake of nutrients from application. Lime must be applied according to the rate Indicated on your annual soil analysis when the amount Is equal to or greater than 1.0 ton/aGre. In no Instance, should more than 2.0 tons/acre be applied during any year. It takes approximately 4-6 months for lime to work throughout the root zone; thus lime should be applied In late summer or early fall for it to be available to the summer crop next year. Grassed fields must be harvested to avoid disease, control weed, growth, and remove applied nutrients. Bermuda fields should be cut for hay at a height of 16-20 inches and soil pH maintained at 6-6.5. Fescue fields should be cut for hay In April and again In October. Pastures may need to be cut for hay periodically If grazing herd cannot keep up with growth or mowed periodically for control of weeds. Herbicide may need to be applied periodically for control of broadleaf weeds or volunteer grasses, Grassed operation has been previously cited for over -application or the amount of over -application exceeds the recommended PAN by 20%. Soils Analysis: It was also observed during the Inspection that there wa$ no current soils analysis for the year. A dated soil sample report for each spray field In the waste utilization plan Is required once per calendar year (annually). Fields greater than 10 acres should be broken up Into smaller fields for sampl Ing purposes to obtain the most useful information. It is highly recommended that samples for pastures and hay fields be taken during the summer to obtain a report in a timely manner. Grower Is cautioned against waiting past November I st because report may not be dated and returned by the end of the year. It is recommended that a separate soil sample be taken from areas where cover crops are sir'U"g'gIIng to be maintained; indicate this Is from a problem area on the paperwork for a more thorough so! I analysis to be completed to find possible source of a problem. These samples are at no cost to the grower other than shipping. I.. To correct these deficiencies, please submit a Plan of Action.to the Wilmington Regional Office of the Division of Water Quality that describes the actions to be taken to com, ply with your certified animal waste management plan. The Plan of Action should Include the,following: > A list of actions to be taken In correcting each noted deficiency. > A list of any and all modifications needed to ensure there are no future deficiencies. Include a timetable for completion of those modifications. The proposed written Plan of Action must be received by this office within fifteen (15) working days of the receipt of this notice. Upon approval and Implementation of the plan, you must notify this office when the corrective actions are complete. Contact your Service Company, county Soil & Water district office, or county extension office for any assistance they -may be able to provide. C P Mr. Bobby Howard January 3, 2001 Page 3 If the deficiencies are not corrected, the Division of Water Quality may Issue a Notice of Violation and pursue additional actions Including civil penalties, Injunctive relief, or revocation of your deemed permitted Matus, If you have any questions concerning this matter please do not hesitite to contact either Stonewall Mathis or myself at (910) 395-3900. Sincerely, Greer Moore Environmental Specialist cc: Billy Houston, Duplin County Soil and Water Conservation Star Maready, Duplin County Cooperative Extension Howard Hobson, Carroll's Foods, Inc. DWQ Non -Discharge Operations Branch File P,WQ --,Wilmington -.Animal �Flles, 31-435 S:\WQS\ANIMALS\DUPLIN\2000\31-435nod EE 14. / TOM CROCKETT IRRIGATION, INC. * P.O. BOX 390 9 WILLIAMSTON, NORTH CAROLINA 27892 0 919-792-3121 BOBBY HOWARD 715 SARECTA RD KENANSVILLE NC 28349 (910)296-0870 SPRINKLER SR-150 GUN, 70 PSI, 1.18 RING; 330' DIAMETER 245 GPM S�ACING 74% X 336 = 244; USE 240' SPACING APPLICATION 96.3 x 245 23�593.5 360 - RATE 3.14x(.9xl65 2) 60,Z44.07 .34 x 340 36 TOH 890' PR-200 6" PVC PIPE @ 245 GPM, .19 PER 100' 1.69 4" MCK VALVE @ 245 GPM .7 10' ELEVATION INCLUDING RISER HEIGHT -4.33- 985'x3" HOSE @ 245 GPM, 5.67 PER 100' 55.79 8' SUCTION LIFT 3.46 SPRINKLER PSI 70.0 94 OR 314.09 FT 11D PUMP B3JQBM W/246 GPM, 50% 17FICIENCY, 330' HD, 2400 RPM NPSHA 33.03(.69 + 8' + 2) = 22341 TRAVEL 1.605 x 245 393.23 4.55 PER MINUTE "'O—x . 3 6 SPEED 24 HORSEPOWER 314.09 x 245 7695205 38.86 51.81 3960--x- -.5- 77- PIPE AND PVC is SDR-21, PR-200. FITTINGS ARE EPDXY -COATED FITTINGS STEEL AND SCH 40 VERN PARKER 10/12/98 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 3, 1998 Mr. Bobby Howard Bobby Howard Farm PO Box 205 Kenansville, North Carolina 28349 NCDENR NORTH CAROUNA DmPARTmEw OF EwRoNmizw ANo NowuRAL Re5ouRce3 Subject: SECOND NOTICE OF DEFICIENCY Bobby Howard Farm Facility Number: 31-435 Duplin County Dear Mr. Howard: On June 3, 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 fescue is planted in a spray field designated by the Certified Animal Waste Management Plan (CAWMP) for bermuda with a small grain overseed. A previous Notice of Deficiency was issued on October 16, 1998,,based on an October 8, 1998 inspection by DWQ staff. At this time, it was observed that there were erosion cuts on the inner and outer dike walls of the lagoon. Failure to follow your plan is a violation of your Certified Animal Waste Management Plan, and subsequent violations may result in a Notice of Violation and include a civil penalty. The Waste Utilization Plan (WUP) should be amended to accommodate all the crops to be planted in the spray fields, or the appropriate crops should be planted to comply with the present WUP. An interim plan may be implemented to provide a summer cover crop to utilize the waste produced by the operation until the additional spray fields are completed. In addition, the erosion areas on inner and outer dike walls of the lagoon should be filled with a suitable clay material, compacted and revegetated 'With an appropriate cover. All bare areas on the lagoon dike walls should be re- seeded. Topsoil or a mulch material should be used to dress the bare areas and to improve growth. Grazing should be added to the WUP. We suggest that you contact your service company, local NRCS or Soil and Water District office for any assistance they may be able to provide to correct the situation. 127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004 An Eq no I Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper rE CO) LL Z 312 646 44a US Posw Service Receipt for Certified Mail No Insurance Coverage Provktod. Do not use tor MW=Wal Mall Poe mm'sqj 5 PWPO", S40, a ZIP �2 492,akz Pofte C,VW Fa, J"' N*U D*e" Fea RwWctod Ddv" Foe Retum RecOpt ShGWkV to YOx)m & DaW Delvered Ile ftP HOMO SIMN ID W-M D210, & AWN106 A06-0 i TOTAL Pm�Kk� Poffunwk or P Mr. Bobby Howard June 3, 1998 Page 2. 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. 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 Envirom-nent, 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, you must 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 Don Butler, Carroll's Foods Inc. Operations Branch Wilmington Files S. IWQSIBRUNWDEF98U)UPLIM31-435-2.DEF State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr. Division of Water Quality Wayne McDevitt Governor October 16, 1997 :M Bobby Howard Bobby Howard Farm PO Box 205 Kenansville, NC 28349 Subject: N0110E OF DEFICIENCY Bobby Howard Farm Facility Number: 31-435 Duplin County Dear Mr. Howard: Secretary On October 8, 1997 Staff from the Wilmington Regional Office of the Division of Water Quality, inspected your ardmal operation and the lagoon(s) serving this operation. It was observed that s6me erosion of the clay liner has occurred on the lagoon. Large cuts were observed in various sections of the inner and outer dike walls of the lagoon. It is our concern that some of these gullies may become deep enough to cut through the liner material and sacrifice the integrity of the structure. As discussed at the time of the inspection, the cuts should be filled with a suitable clay material, compacted and reseeded with an appropriate vegetative cover. In addition, the hole on the outer wall of the lagoon should be filled with a suitable clay material, compacted and reseeded with an appropriate vegetative cover. Bare areas on the walls of the lagoon should be reseeded with an appropriate vegetative cover, and the cattle fence should be moved off of the lagoon wall. We suggest that you contact your service company, local NRCS or Soil and Water District office for any assistance they may be able to provide to correct the situation. To remain a deemed permitted facility, YOU Must DOtify 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 it's deemed permitted status, requiring it to obtain an individual non discharge permit. 127 Cardinal Deive Exteaiion, Wiltyfitqton, N.C. 28405-3845 0 Telephone 910-395-39DO 0 Pax 910-350-2004 An Equid Opportunity Affirmative Action Employer 7 312 636 574 US Postal SerVice Receipt for Certified Mail No insurance Coverage PMvIded. Do not use lor Intemational Mal (See mverse) FPvx"W, Sute. & Zi $ Carded Fee Speciat Dalk" Fee Bestrkled Delivery Fee Ln 01 ReILM R"Pt Showing to Whorn & Date Detivared ReWm RecW DeNro to Whom 9 TOTAL PoMp & Fees Postmark or Date ,qq 4 co (L !�Ngj a 3 Bobby Howard October 16, 1997 Page 2. Please be aware it is a violation of North Carolina General Statutes and Rules to discharge wastewater to the surface waters of the State without a permit and/or to fail to follow a certified waste management plan. 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, Andy Helminger or Brian Wrenn at 910-395-3900. Sincerely, Brian L. Wrenn Environmental Specialist cc: Bffly Houston, County Soil and Water Conservation Sandra Weitzel, NC Division of Soil and Water Conservation Don Butler, Carroll's Foods Operations Branch Wilmington Files IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: BOBBY.HOWARD Address. 715 SARECTA RD NQ 283 9 Telephone: Z'96700jU County. Date: TABLE I Field Specifications' Approxknate Maximum M&Xkln= maxirn= Appfi=Wn Useab a Stta Appb=tion per irrigation Field of FWd3 Slope Pate + cycl,0 NUMberZ facres) sopvry�e (%y crep(s) (inches) Cmmentx 'Table to be completed in its entirety by Field Office personnel and'forwarded to the irrigation system designer. 2See attached mapprovided by the Field Office for field location(s). "Total -field acreage rnihm required buffer areas. 4Re'fer to N. C. Irrigation Guide, Field Office'Fechnical Guide, Secfion It G. Annual application must not exceed the agronomic rates for the soil and crop used - Irrigation Pa—gra—Mmi 0 USDA-NRCS October 1996 page-1 North CarulinA TABLE 2 Traveling Irrigabon Gun*Settngs BOBBY H014ARD Make, Model and Type of Equipme= ABI 90AT:' Yx985'; SR-150 Gun., 70 PSI, i. -Lb KINU7 245 GPM, 330' DIAMETER I 'See attached map provided by the Field Office for field locat - ion(s). 2Show separate entries. for each hydrant location in each fleid. I 3Use the following abbreviations for variotts am patterrm- F (U circle). TO (three quarters). -11 (two d*ds). H (half circle), T (one third). 0 (one quarter). May also Lme degree of arc in degrees. Irricyation Parwrwters October 19913 page-2 North Carolina I TABLE 4 - Irrigation System Specifications BOBBY HOWARD� Traveflng Irrigation Gun SaIld Set Irrigation Flow Rate of Sprinkler (gprm) 245 OpQrAlng F'ressure at Pump (psi) 135.97 DeSIM , Precipitatlan Rate (In/hr) 1985'x3" Hose Length (feet) �IECHANICAI Type ot S peed Com pen sation ENGINE xxxxxxxx Pomp Type (rTO, Enti-e. Electric) 51.81 Pump Pawer Reqnh ... ent (hp) TABLE 5 ­ Thrust Block Specifications' ,,, Desionermav i3rovide thrust block details on senarate sheet. LOCA=N THRUST BLOCK 7 AREA (sq. ft.) W Vmd De*d Did 6 4.0 Tee�—__ . - 450 6tq 3.5 6" 1.75 'See USDA-,NRCS Field Office Technical Guide. Sec�on IV, Practice Code 430-DD. USE 1200 FOR SOIL -BEARING STRENGTH Irrigation Parameters USOA-NRCS October 1995 page-4 North Carolina Name: Company: Address: Phone: M IRRIGATION SYSTEM DESIGNER PRESTON L PARMI, JR (VERN) TOM CROCK= IRRIGATION INC P 0 -BOX -390/751 E MAIN ST/WILLIALMSTON NC 27892 (919)792-3121 REQUIRED OCCUMENTATION Th* following demils of dedgm and. materials mast a=mpany aU irrigatiorr desig= 1. A. scale drzwing afthe proposed. irrigation system which inciudes hydrant locations, tmveilana; pipelim-routes� thr=biGCk` ic3caiiansancLbuff:rarewwhemappffcabit-- Z. Assumptions and. computations fo-r-detmmining total. dynamic head. ancL horsepower requirements. 3'. Computations use& to determine all mairiffam ancL latm-aL pipe si� 4. Sourcerindlarcaicuhuions used-faErdetmmfiningappffcatiorr rates. .T. Computations used to determinet'the size oftbrust blacks and- iffustrations of ail thn= block conffpz-ations required ia the systm 6- NLTntfim=ees�speciffeations for theinigatiom pump, taveler- ancl. sprinkier(s). 7 M=iffu=w!e s- speciffcations fbrthL- irrigatiom pipe- andlor USDA-NRCS standarcl. f-or Irrigatiom Water Conveyance, N.C- F-elcl. Offf=-rechnical. Gdde:� Sectiom rV, Fracti= Code- 43 O-DD. The infaffm6cm required by this farm am therninimmir, requiremenm. Itis the responsibility of the designer ta considerall relev=tf2clarr at a particular sfta and address them as appro priatm Irrigation Pipes should not bw installed in lagoon orstorzge pond embankments without the appravai of the designer - NOTE: AINffersffip 50 feet wide or wider mus't be maintained between the limits of the imigation system and all perennial streams and surface waters per DEMM-DFM Code Section 15A LNCAC 2B .0200 - Waste Not Discharged to Surface Waters. Irrigation Parameters USCA-URCS Clafter 1395 paqe-5 North Carolina TRAVELER SYSTEM Narrative of lt7lgatlon System Gperation Describe the operation of the system In the -space provided below or on a sim�ar sheet most conviruient to the designer/siippijer, Include procedures such as start-up, shu-down, winterization' and regufar maintenance of all equipment AT FIRST START UP FILL. LINES SLOWLY UNTIL. AIR IS FMGED FROM S=f.'-- AS'=. NOZZLE DISCHARGE IS FREE OF AIR, SLOWLY -INCREASE FW PSI,TO ABOUr 138 PSI. HLIKE, SURE' TO DRAM POMP DURIZ FP=ING WEA= irrigation Parameters USOA,4RCS ocrober lass Morin Carolina on each side of tile pipe to pruvide support free front voids. Care should be wken to avoid deforining, displacing, or da inaging t lie pipe during th is p hase, o ( the operatio n. 6.4 Final backlid 6.4.1 General. After pil)elinC testing, final backfill shall be placed and spread in approximately uniforni layers ia such -a 111anFiCr as cc) fill the trCUCIL COMPICUly so that there will be no unfilled spaces uodcr or about rocks or lumps of earth in the backfIll. Final backfill shall be free oflarge rocks, frozen clods and other debris greater than 76 nint (3 inj in diameter. Rolling CqUiPIFICIA Or heavy tampers should be used to -ozisolid4ce the final backfill only after tile rulninniin depth of cover has been placed and only with pipe haVilig Wall Lhicknews grcatc�r than t ka I of Sl)lk-4 1. V . - S LCTI ON 7-SPECI A L CONS 10121k ATION S 7.1 Bell holes for rubbot gasket Joints. When the pipc being In- stalled is provided With rubber gasket joints. bell holes diall be excavated in the bedding material to allow for tile unobstructed assembly of lit(! joint. Care should be taker� that the bell hole is no lArger than necessary to acco nip lish proper jo in i asse in bly. When the joint has becii madep the bell kole shokt1d be carefully filled with TAB LE I I - THR UST B LOCKING AND AN CHO RS VO R UND ERGRO UN 13 1 It R I G ATION PI PE LIN ES V Step 1. Multiply tile working presstue by the agigirclPflide Value shown in the following table to obLijill total thrust lit N llb)t PIPELINE THRUST FACTORS', t , Pipe Size In. Mtn Dead End or Tee qc� Elbow .4 e Elbow 22-1 J�? Elbow 1-112 3S.1 2.94 4.16 2.25 1.15 2 60,8 4.66 6.45 3.60 1.78 2-112 63.5 6.66 9.40 6.10 2,60 a 76.2 D.80 13�9 7.51 3.82 3-112 88.9 12,8 18.1 9.01 4.09 4 101.6 16.2 23.0 12.4 6.31 15 127.0 2-1.7 36�0 18.D 9.63 6 152A 34.8 49�2 2G.7 13.6 9 203.2 69�0 83.h 45.2 23.0 10 2h4,0 91,5 130,0 70.0 36.8 12 304.8 129�0 182�O 98.5 60.3 Based on thrual. Per kPa (p�d) prtsaiire Blockitilt for cross inay not be needed with 1t;ng brROCIL lines. SLeV 2. Deterntinat tile bearing strength of the soil from tile table below. BEARING STRENGTH OF SOILS Soilm and Safe Boaxina Loads jbjjt2 kPa Sound Shale 10000 478.8 Cemented Gravel and Sand difficult to pick 4000 19116 Course end fine compact Sand 3000 143.6 Medium Clay -Can be spaded'� 2000 915.8 Soft Clay 1 000 47.9 Muck 0 0 Step S. Divide the total thrust obtained In Sn 1 by the beating strength of ill* soil to gel tho area needed, m2 (fg SIDE THRUST ALTERNATE PROCEDURE Pi lie Size Side Thrust -per Degree I MM lb N 1-1/2 3811 BA 22.7 2 50.8 7.9 35.1 2-112 6315 11.6 51.6 a 76.2 17.1 76.1 3-1/2 88.9 22.4 P9.6 4 101.6 28.3 126.0 6 127.0 43.1 191.7 6 162.4 60.8 270.6 a 203.2 103,0 468.2 10 254.0 160,0 711.7 12 304.8 225.0 10GO.8 Buged n n side thrugt per 6 89 kPa (IGO pot) pressure per degree of deflection. NOTE: MultiPlY side thrust from table by degkeev of deflection tfirtes k 11ii (psi) divided by 100 to obtuin to gal side thrust lit N (lb). Geheral Installation Recommendations: FOR GASKET PIPE Installation Excavation, Laying, Testing, and Back - filling Instructions are usually provided bythe Enginebrin charge of thoproject. Reference may also be made to Ameri- can Society for Test(ng and Materials Standarcl, ASTM D-2774 'Recommended Practice (or Underground Installation of Thermoplastic Pressure Piping." Excavation 1. The trench bottom shall be stable, continuous, relatively smooth, and free of rocks or other objects detrimental to the pipe. It shall provide continuous support I or th a pi Pe, a nd bell I ho�les s hall be provided for the bell and splgot Jol ints, valves, and other system components t he I m Ig ht a ct as a I ulcru m. Whe n made through a rock cut, at least 4" of com- pacled satisfactory bedding material shall be provided. 2� The trench depth shall place the pipe- line at least 6" below the lowest recorded frost depth, and shall place the pipeline depth at least 30" below grade. 3� The trench w�dth at the top of the pipe shall be as narrow as practical to allow adequ ate room I or Jai ning the pi pe a nd to allow proper compaction of the sidefill. Minimum trench width Is normally con- sidered 12" plus the pipe O�D. 4. Pipelines shall be cased, bridged, or otherwise protected at locations where they will be subject to heavy surface loads du& to shallow burial, Cistrib shall also be used In spanning creeks and gullies, extending 8 ft on either side of the creek or gully. Jointing 1. The pipe shall be jointed In the trench or above g round, In accords nce wl th the Jointing Instructions, 2. It Is Important that the gasket be clean and properly seated, the spigot and well I ubricated, and the bell and spigot ends aligned correctly In both planes. 3. 11 Jointing Is done above ground, care should be taken when lowering pipe Into the tribinch tha(the depth of theloint entry remalne correct. Check that the depth of a ntry mark o6 the spigot ends Is flush with the face of the bell. Jointing of 6" and large pipe Is usually done In tHe trench. 4. AT NO TIME should a back -hoe or similar device W used to assemble pipe. Thrust Blocking As with other push -fit rubber gasketed joints, the pipe will not take end thrust without restraints. Thrust blocks are usually required at dead ends and whWever the line changes direction of 30 degrees at more. 1. Thrust blocks shall be placed so that the bearing surface Is In direct fine with the major force created by the pipe or fitting. Concrete having a compressive strength of 2000 psi Is the recommended blocking material, and may be poured between the simplest of forms and the undisturbed earth bearing surfaces. 2, Thrust blocking size may be calculated as follows: a) Multiply the pressure level desired I or test Ing by th e value shown I in t he table for thrust on fittings: Thrust In Pounds Pipe Size 90 Elbow 45 Elbow 22 V3 Dend Dead End or Tee 6" 48.74 26-38 13.45 M10 6" 82.01 44.72 22M 61.18 10" 128.84 69,47 35.42 95-05 77,23 i 49.82 E133.70 b) Determine the bearing strength of the soil from the following table: BEARING STRENGTH OF SOILS SOIL 1b. per Sq, Ft. Muck, pent, etc. 0 Soft clay I oDo Sand . 2.000 Sand and gravel 3p000 Sand and gravel cemented with clay !L.(—)OO Hard shale I op000 c) Divide the total thrust on the fitting (step a) by the bearing strength of the soil (stop b). The result Is the square feet of area needed on the face of the thrust block d) Thrust blocks should haunch the pipe or Fitting, not encase It. Backfilling 1. Place select backfill and compact under the hevnch, along the sides of, and over the top of the pipe to a com- pacted depth of at least 6". This backilli shall be solls that allow good compaction and placed I n 6" 1 ayers, wel I compacted, it shall be free of rocks. frozen clods, or other hard objects. 2. The I Inal backf III may then be made in the usuaf manner, but care should be taken not to dump large rocks or heavy objects on the Initial backf ill and pipeline. 3. If the Joints and fittings must be left exposed while under test, bacli to wi t h in one I oot of each side of th a lot n t or fitting to prevent deflection of the pipe while under test pressures. Testing 1. ALLAIRINTHEPIPELINESHALLBE BLED OFF CAREFULLY WHILE FILLING THE LINE WITH WATER FOR TESTING. Entrapped air in the line can cause ex- cesslve test pressures, and create un- necessary problems. Air shall be bled off at the high spots in the line. Air removal may also be accomplished by pushing a foam plug through the line by Incoming water pressure. 2. Test pro ssu res m ay be 11/1 ti mes I h a designed operating pressure of the pipeline, but shall not exceed the maxi- mum pressure rating of the pipe. 3. After.pressure test and acceptance of testing, the uncovered joints and fit- tings shall be infitially backfilled with well compacted soil, and then covered with final backfill. 4. Hydraulic pressure testing of the pipellne shall be carried out initially at Intervals not exceeding 500 yards and thereafter at Intervals not exceeding 1,000 yards, Radius Bends Gradual change of direction may be achieved by deflecting or cockling RIEBER Joints a maximum of 3 degrees without a4ecting the hydraulic seat of the Joint. Offsets are made only after the straight In- line assembly Is made. Deflectionsat the Joint and mInImurn curve radii (ft.) obtainable are listed below: ­ Degree of Dellectlon at The Joint . ' a IL lennihs . Offset, inches Radius, feel 1 4.2' 1.1 5a, 2 8.3" 572' 3 12.3" 381' -4- BIG GUN@ PERFORMANCE TABLES '100 SERIES BIG GUNS - 240 TRAJECTORY" 100 T TAPER 13ORE NOZZLES US. UNITS P.S. 1. Noz�le , 5 GPM DIA, Nozzle ' 55- GPM DIA. Nozzle 61, GPM DIA. Cpm DIA. Ncz2hi 1.. GPM DA. —Notilp— , 75" GPM DIA. Nwzlu 61 GPM DIX Nor a Vo GPM DIA. Nazzle 91 � GPM DIA. 10. GPM DIA. 40 47 1 91' 57 ' 20V 65- ­ 7FIS' - 78 222" 91 210' 103 ""' 240' : 114' 250" - 134 2W W L ' 202' 215;. 131­235� 11)()­­ 245.. 15 256;_ 110. 26S, 1657­ 200' 204 300, --50,. 00 ­50 ­101;� 69 2is ­64 to W '74 _225;_ t f— 241 _ go 250 Ila 900, � 141 29dm '150 _273; 1941� 1180 ­1 97 "S' �24 316, 70 60 225;_ 103 263', 20,,215' 136 283�� t55,295; 177 302; 197, 310�' 243 338: 06 ­75­238"_ 70 140 �_aa_250" 04 fto _I 10 2W _11 . 29 W" 1111�"s _i 155 303 -T"%, ­514 , Ma 326 258 354 go 68 245' 83 250, I 00 270 , 111 283' 135 295 "M is 1121, 326' 223 535, 274 562' .. 100 ­ ­ '. 72 M ­ 81 ­ 2591- IN ­ No, 121 "S" 143­--SoI5 9 r 21 ml, - 1 23 54 s �ap 372' 110 7f, 265' 1 Fill 290' 129 303, ISO 315, 171 324' 195 335' 222 344' 2147 355, 304 380' Available on I y wit h F 100 & SP. I Do. 100 A RING NOZZLES 100 DN DIFFUSER NOZZL 5S PSI .11 PING GPM DIA _77HING GPM DIA 61 PING GPM DIA .843 "ING GPM DIA .89 RING GPM DIA 93 RING GPM DIA 96 RING T GPM 01A 0.� DN GPM WA 0 5 DN GPM DIA 0.7 DN GPM DIA 0.60N GPM DIA J." 40 66 2DO 76 212 91 215 103 224 —Till" ff" 118 -235 'FammFow 134 23a "I"11"W1111907 152 242 qw1l'"lli. 45 154 66 160 —74"Ttl— 91 is? 0'710919 ill 19, n- W" P06 "" W 9111"wWw"umm OWWWmaw9p, Go al 235 96 240 110 245 125 2(50 141 270 164 275 183 2159 1 10 ?Do 143 215 2- Ill GS 1 127 275 1.452.85 10 300 189 305 21; its rm ww" 790-51 u W 1 upolmr" 10617MIC5 27c 162 305 182 320 212 3R5 236 335 � - 1 mele r ol t h row I � H PPFOX i Malety 3'3 J3 I" s loF i he 2 14 1 r,-qec I oty a fig I E... 6% 1 a ss io r I Ir- 15n -'.ERIES BIG GUNS - 240 TRAJECTORY" 150 T TAPER BORE NOZZLES PSI Nu!le , 1 GPM 01A. Nozzle 0" GPM DIA, Nozzle .91 G P 1`11 DIA., Nozzle 1. 0 DIA. Nozzle 111" GPM DIA. noure 11.2, GPM DIA. Nozzle 131. : GPM DIA. so 160 - 250, 130-`­ - 210' 165 290" 9 10. 255- 300--c: 3w 350 380, Go 110 265' 143 255;,� 102 305' 225 325' 275 345' 1 330 385, 300' a 2w 65 111 120`­ ` �L49`- U4 lass 380 415 315, SO.. Q8 290- 65 2210. 335 :��. 260""�.4 315 375, 360 JU5, 445 410' 50 I _ 35 3", I." M , '124 _ 2 345 _355' '715 365"w", 1�1351ww- 190�1' -1� 475 425' 100 14 3­3W�- $85 Wo, 235 355' 290 375, 355 400, 425 420' 500 440- 320 9s--j40­-' ­­247-3057- 1 '-�70 % 4457��iljc­- ­ 625 450. 120 157 310'.. 204 350' 250 375 320 395' 385 420� i65 �,Qr 545 41501 150 R RING NOZZLES PS-1. Ping at- GPM DrA. 1311 RIT GPM DIA. Ping 1 100" GPM DIA. Hlog Ije.. GFIM DIA- Fling 1.261, GPM DIA. 111117 GPM DIA. Rqnq 141 GPM DIA. so loo 245, `130 pe pl­', 91r 105 g05, . 1­2g5r ­300d�,,­ 350-1— 350, SO 110_ 260' 143 2130' 102 300; 225 315' 275 335, 330 350' 305 365' V- �"" __, 97 lo ­--nn-2 4 S. am" _,i mii­ go- 120 2110' 165 300, 210 320' 260 340' 315 360, 380 300' 445 395' 0110 imm 13F" 20"d'" w-,ii! '0"223, J30, V— —tirm 100 143. 3oor 5 320' 235 340 290 360, 3: 425 4DO' 5uu 415 I P= 70!r-w' -,"S29"All 25,4 120 157 3$5r 204 320 3004 36 1001 5 4 545 435' 'The diameter ot thraw Is approximately 3% IOSS lor the 21' lrilleCiory angle_ 200 SERIES.- BIG. GUNS - 270 TRAJE, CTORY" 200 T TAPER BORE NOZZLES Ps'l, Nozzw 105" GPM DIA. Nozzle I'l" GPM 01A. Nozzle 1.21 GPM DIA. Nozzle IX GPM DIA, Nozzle 1,4" GPM 0A. Nozzle 15" Gp M DIA, Nozzle 1.6" GPM DIA, Nozzle 1.75" GPM DIA, Nozzle 1.91 GPM OIA- ad- aA51rp­­,2j5 365' r, - -7-130 --vs — ­r-g, . �Sw ­7 - '1714 s, -, 4 1 a, ", t I a. . ; 430' --STV 7' W-T 4 7-0 ' ' - ! - ' - 0 2 S 49T 70 210 360' 310 300, 355 395, 415 41OF 480 430' 555 450, 630 455, 755 495, 090 515, 00 635"- go 310 390' 350 410, 405 425' 475 445' 545 465, 625 465' 715 605, 855 535, 1005 555' 00'7' 680— W— —7%8—tMr7" -I Dea 675' 110 340 410, 390 430� 445 450'­ 525 605' 495' 695 515' 790 535' 1 945 56 1110 W: 'I m _ 1 _ 155 . ml— 8j0--t69I_ — -G-6010-- I-- I I lla.­ 606 130 370 4 25' 425 445- 4a5 46 565 405' 655 615' _L 155 540' 8SO mu. 1 1025 590, 1210 SEC � 7no R Am, NOZZLES 1 1,4' HIng I 'A' Ping I /', PlIng $ �,k" pll"g 1 34 1 Ring 1 rV "Ing 2' Fling 1.29" adus 1.46' actZ � (1-50" actue 1.66" actua (1,74' actua 14. 1 1.83" ac UR 1.93" ackral) 8 GPM DIR- PM 01 GPM DI GPM GPM 01 G PM 011 PM DIA- _L.S.I. 60 g3o,, �,� �28­­ -17�. 3W, ­­ 350 b701 410" -390' '-7 4 404' li4 A21Y 616V' ' —64g— 435, 250 340� 330 37or 305 390�­ 445 1 0;__m 5 5 425' ba5,n 440' 695 455 ­ _ W ass , mslmr­msr� — __ 418 405 -- ...4 —Abo ll 4111� _ 6" ­ 499" ­­ 755 418 370' 400' 445_,,120", 5 1 5 440, 590 455r 675 4?0' aO5­_ 490' go , ­V380 wftl�"isl� �06 it ­ ­­ %49 ­485141010 ­ W tos, too 325 3%r 425 425' 445' 575 4 660 400, 755 500, 900 520' —44 "7? —603. - �-fW- ­-146�466` 7W Ntll� 049­ 5131 ,:20 10 4 65 1171 545 465' 630 4aj' 725 1150; 125 520- 995. 54 5r sm 06PT 1 025 sso�-� 7 he dianip. tep ni I h row 1.1 0 PpFo K I rnA ip. ly 2�tj IeSs TOF Itle Zq � I p nip. C I ory ti ti � Pp. 59 1 or I fin W I w 1 f R 10 Cl Ofy anpla I lie (110 GUN' pei fopmFince dala fins hoen obtaini3d undef Weal test coridillons Find Ppily be ndviarsaly Aflecled by wind, pwr hydraullc unlrance Comdiliofl� of 01110F (.1dom Nei s on IFT ipition Cofpor al inq m ri kir's f, n Fepte q p m im on r vq.1 Pilipiq rhoviel cmd i'0n. (In I r(IFM Il V- 01 A; PPIK'411 1011 '110 7 V.- �R7SSJR. '--HFCK '-'A;- V7- 1112 CASING E:CTR'- DIKE VALL NYDRA 6 L 7\, UMP ijL-- T A I L. NTS 0 'E�-.TATE OF NORTH CAROLINA - DE'PARTMENT OF ENVIRONMENT HEALTH & NATURAL RESOURCES DINTISICN OF QML & WATER CONSERVAnON- Wilmington Regional Office 127 Cardir4a-1 Drive Ext., Wilmington, NC 26405 Phone: (910) 395-3900 r e -4o, FEET 01' 1,00huLEN11, 1111- IUDE (PSI 41 -------------------- ------ nosinal inside Meet or - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GPM 4.5 4 1 1 .1.3 3.0 7.7 2.5 2.3 2. 1 ------------------- ------ --------------------------- 7 ------------------ 30 2. B 40 50 2.03 60 1.57 2. 8 10., 70 13.i 7.09 3. a? 80 1.19 1.93 2.68 4. 9. J 90 0. 0.92 1.48 2.41 100 0.68 1.12 1.80 2.92 4.0 5 .39 /4 110 0.01 1434 2.15 3.49 4.83 0.82 120 0.95 1.57 2.52- - 4. 5.67. 10.36 130 I-lo 1 Or'12 4.75 6,.Sq, - - 140 - - 0.6 1.26 2:0 36 5.45 7. 150 - - 0.93 1.43 < - -,2. 3 81 6.20 7 160 1.05 1.61 2.6 4. 30 Ma - 170 1. 17 1.01 .2.99 431 Igo 1.30 2.01 3.eJ3 5.34 __J:Bt 170 1,44 2.22 . .6B 200 1.59 2.44 4.04 6.50 210: 1.74 2.67 4.43 220 1409 2.91 4.92 230 2.05 3.16 5424 140 2.22 3.42 5.67, 2.JO-- , ' 3.69 250 260 3.97 L u ' 7 2 2 B 0 2 7 0 70' 2.76 4425 BO 2.%- 4455 27o 3' . 16,,-,-4-. 0 ------------ ----------------------- ---------- Sao 1.90 3.36 5.17 Basic Moist 310 1.91 3457 5.49 1 l"Chell 320 2.03 3.79 5.93 1' Solt Texture Uate -330 2.15 4.01 6.17 346 2.27 4.24 6M Sandy loa�n 0.75 0.5 35o 2.40 4 %4 7 6.88 S;lf loarn, 360 2.52 4.71 7.425 s' illly clay lo&r" *th 0.23 C1 :y.4ad alher %oih wi 0.1 370 2.66 4.95 7.62 1 svers pro6lams 380 2479 5.21 8.01 390 2.93 5,46.- 8.41 1 TABLE 2 BASIC INTAKE RATES OF SOIL TEXTURAL t 400 2.12.. 3 .07 5.72, 42o 2'02. 3.36 6.27 440 2.52 3.66 '6403 . 46Q Wil 3.97 1.41 Irrig allot 400 7.96 4.30 B.02 Pei% Peak crop Climate Rate so '500 3420 4.64 1 !!j 520 3.44 4.99 1 Alfalfa, colfari, posture HUmiJ 0.70, 01-25, field Corn. sweef corn. Su6-Humid 0.25 0.31 540 3.69 -5.35 soybeans, lug*? boefs.- Sam[ -Arid 0.30 0.7 560 3.94 5.724 orchards. cifvus Desert 0�15 500 4.21 6.10 1 L - ' I Grain iorq6um, small graint, Humid DJS 600 4.4B 6.50' potatoes, .11urf gralles. S u6-Hurnid 0. 2 0 tomefoes. 6fries, nursery Semii-Ari,d 0.25 620 4.76 631 crops, 1ruck crops Desert 0.3 C 640 5405 7.33 660 5.35 7.76 1 TABLE .3 - PEAK DAILY NUISTURE REQUIREME' 00 S165 0.20 j 13ERKELEY BERK.ELEY PUMP TYPE "B" RATING CURVES ENGINE DRIVE CURVE 4117 DATE 3-1-88 PAGE 2,02 SUPERSEDES Curve 4117 Paqe 2.02 Dated 4-1-85 C494: 101,1-i.i C. I ps", He. 11-1863 Mach -ma- H-1063 VAP I OU 5 R. P. M, - cycle* 00.1.0.1 C - I p on. mo. L-3001 mech.ma� L-3038 ijis. 15-1/2" Fut.t. T. D. S. P.-P I. lor Ip min 80' f, wm it, *I — MAXIMUM WORMINO PREssupr, 247 PSI on y M,2 C] �k- . ..... ....... . �7 ...... -7— 20 L .. 2 ti koll 36A V� -70� 74 r— IFNCY 73 ...... .1 -------- JIFM Lp 5oo --�Zaw z 24(x) Rpm 22W ­6 4, 72— Rpm - ... . . 1600IRPH & ------ ....... 100 ....... -------- ---- ...... ...... ........... .. ..... ...... . .. .. .... .. :2-9 20' f5' j01 -------- --- 7 .... ... ... TDOL J -"A ...... j a 10D M 300 400 500 60D IOU 600 goo jD00 im 12oo CAPACItY IN U.S. OALLDNS PER MINUTE .. C-7048 T-2554 8"0,60,1.0 C-7048 0"d tO-27-71 not. �-29-72 M0D[LB3JQBM 40G 1 350 300 250 200 K, 100 50 0 Cool: M oldflat C . I . Poll. me- i I - 19 39 Mach.RM 11-1959 impow-, moorw C.I. 'Po",No-. M-2319 voch,mo, M-462T u's 10-7/16" FuLi- MAXIMUM WORKING PRESSURE 266 PSI VAR I OUS A.P.M. - Cycles T,D 5 L k, kw .418, it 1*4 .. to' F. "'. IA-1 En M-1 r) 30 20 fo E z! 01 'OIL 100 200 300 400 500 (M 700 WO 900 1000 C*PACITY IN U. S. 0 ALLO NO PEA M INUTE C-6695 Upwo- T-2075 s.r—ad., C-6695 t),,w 9-5-71 O.t. 3-29-72 MODEL84EQM D N, MMS0N UPACI NG_ -7 O%m R Y: R�i H, P RESS Ge, Atm, k: 00 - - .... .. ... 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'N 4 1 m 4039D Performance Rating Rated Gross Power ........... 80 bhp (60 kW) gf 2500 rpni Peak Torque ....... � . . . . . 190 lb.-ft. (258 N-mj ge 1400 rpm Fuel Economy [BSFC) . .0 . 367 lb/hp hr. (223g/kW 11) @ 2200 rprn Continuous Rating Gross Power ............. 71 blip (53 kW) @ 2500 rpm Peak Torque .... ........ 174 lb. -It. (236 N-m) @ 1600 rpm RATED 13HP is the power rating for variable speed and load applica- Lions where full power is required intermittently. CONTINUOUS BHP is the power rating for appl�caflons operating undera constant load and speed for long periodsof tirne. POWER OUTPUT is within + or — 5% at standard SAEJ 1349 conditions. PH OTOGRAP HS MAY S HOW NO N-STAN DARD EQU I PMENT POWNR BYDEERE Performance Curve NOW MEM =MEMO =BE imam=== M MMMMMMmMMm.1. - MMMMMMMM M MWMM N== MMMMMMMMMM G 12 14 1 r, 18 2n 72 24 2f- Englme Speed—rptm's In I 00's Animal Waste Management Plan Certification (Please type or print all information that dc" )t require it signature) Qeneral Informatign: Name of Fa-rm: �UoflmylaA Facility No: Owner(s) Name: Phone' -No: Mailing Address: n 4-- A e h A b S12ji At, g. .2 91 Farm Location: Fourteen Digi.t Hydrologic Unit: C) 3 3 0 0 C) -3 0 1 Latitude and Longitude: 3 q 'D S'� 2 2. io 15N County: D Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions, milepost, etc.): I Awmi i m;/,ts A;,5m&ycAt Operation Description Tylie ofSwine No Of A nimals Type of Pou&ry 0 Wean to Feeder oLayer V-11der to Finish opullets 0 Farrow to Wean 0 Farrow to Feeder Farrow to Finish Other Type of Ljvcstoqk: No of An im a Is Type of Cattle No of Animals ODairy 013cef Number of Animals: Acreage Available for Application: 2 Required Acreage: 0. 1 Number of Lagoons/Storage.Ponds: T Capacity: __3 C6 Cubic Feet (fO) Are subsurface drains pres. . ent on the arm: &� or NO (please circle on If YES: are subsudace drains present in the area of the LAGOON or.Z_LR7A7Y_ �PELD �(please circle one) tlff:DD� Owner/Manag�r Agreement 1(we) verify that all the above information is correct and will be� updated upoin changing. I (we) understand the operation'and maintena.ace procedures ci6blishcd in the approved animal waste management plan for tbe.farm named above and will implement th= procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage systcm or construction of new facilities will require a now certification to be submitted to the Division of Environmental Management before the new animals arc stocked. I (we) understand that there mu st b c no d is c It a rge. c f a n im a I was te fro m th e s to ra ge o r application sys Ecm to su rface wa ters o f th c sta Ee either d irectly ih ro ugh a man -made conveyance or from a storm event less severe than the 25-ycar, 24-hour storm and there must not be run-off from the application of animal waste. i (we) u riders tan d that ru n-off o f po flutants. fro m lo u ng ing and heavy use a reas in u st be m in i in ized u s ing. technical s tanda rds d cvcloped by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation Distrid. I (we) know that modification must be approved by a technical specialist and submitted.to Lhe Soil and Water Conservation District prior to implementation. A change in land ownership requires written notification to DEM or a now certification (if the approved plan is changed) within 60 days of a title tmhsfer. A A I , d A Name of LaW Ownpr: Signature:6JU., Name of Manager (if different from owner): Signature: AWC -- Janurary 1, 1997 Date: 1,;t 112102 I . . Date: Technical Specialist %_;ertification 1. As a technical specialist designated by the North Carolina Soil and Water Conservation Corrin-tission pursuant to ISA NCAC 6;F .0005, 1 certify. that the animal waste management system for the farm named above has an animal waste management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as specified in 15A NCAC 214.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or (he North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. Tbe following elements are included in the plan as applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WrUP, RC,I) the technical specialist should only certify parts for which they are technic -ally competent. 11. Certification of Design A) Collection, Storage, Treatment System the appropriate box F-xisting facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity; storage capability consis(ent with waste utilization requirements. New —expanded or retrofitted facility (SD) Animal waste storage and treatment structures, such as but not limited (o collection systems, lagoons and ponds, have been designed to meet or exceed the minimum standards and specifications, Name or Technical Specialist (Please Print) Johnny L. Lanier Affiliation: Duplin Soil and Water Conservation District Date Work Completed: Address (Agency). P 0 Box 277 Kenansville, VC 28349'0277 Phone No: 910-296-2120 r I Signature: L Date: I B) Land Application SiLe (WUPA I Ile plan provides for m�iaimurn separation (buffers); adequate amount of land for waste utiliiation; chosen crop is suitable for waste management; hydraulic and nutrient loading rates. Name of Technical Specialist (Please Print):' Johnny L. Lanier Affiliation: Duplin Soil and Water Conservation District Date Work Completed-. Address (Agency): P 0 Box 277 Kenansville, NC 28349-0277 Phone No: 910-296-2120 Signa-We: -3— Date: rdl 0 RunofT Controls rrom Exterior Lof� Check the appropriate box Facility without'exterior lots (SD or WUP or RC) This facility does not contain any exterior lots. Facility with exterior lots (RC) Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance with technical standards developed �y NRCS. Name of Technical Specialist (Please Print). Johnny L. Lanier Affiliation: Duplin Soil and Water Conservation District Date Work Completed: Address (Agency): P 0 Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120 Signature: L�_ - Date: AWC — August 1, 1997 2 I'D) A[!12li Check- the Appropriale box (WUP or 1) Animal waste application equ ipment speci Fi ed in the plan has. been either field cal i brated or eval ua led in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan). New, expanded, or existing facility without existing waste �aplication Nuipment h=ray irrigation (1) Animal W� aste application equipment specified in the plan has been designed to apply waste as necessary to. accommodate the waste management plan, (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). New, ex pinded, or ex i stin 2 faci 1� ity wi thou t ex i sting waste aj2pl icat ion fA 0 il2ment for, land spread i ng n ot usi niz sr) ra i rri ga t ion - (WUP or 1) Animal waste application equipment specified in the plan has been selected to apply waste as necessary to accommodate the waste management plan; (proposed qpplication equipment can cover (he area required by (lie plan at rales not to exceed either die specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has been e-�stablished: required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan).! Name of Tecliiiical Specialist (Please Print): Affiliation- v P(.',, -�o o�,nJU)Je,- Date Work Completed: Ad d ress(Agency): A t). a I I Ne xa"s �;l SS *0- Phone NO: 9 to (r % a 19'a 6:02 Signature: Date: E) Odor Control, Insect Control, Mortality Management ynd Emereenc�. Action Plan (SD,S1,WUP,RC,ar 1) , The waste - managernent plan for (his facility includes a Waste Management Odor Control Checklist, an Insect Control Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality Mananvment Plan and the Emergency Action Plan are complete and can be implemented by this facili!X. Name of Te4Rkal Specialist (Please Prmi't): Johnny . L. Lanier Affiliation- Duplin Soil and Water Conservation District Date Work Completed: Address (Agency): P 0 Box 277 Kehansville, NC 28349-0277 Phone No.: 91-0-296-2120- Signature: Date: L L F) Written Notice of New 4 Ex0anding Swine Form Ile following signature block is only to be used for new or expanding swine farms that begin construction after June 21, 1996. If the facility was bui It before June2l, 1996, when was it constructed or last expanded . I(we) certify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners who own property located across a publicroad, street or highway from this new or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805. A copy of (he notice and a list of the property owners notified is attached. Name of Land Owner: Signature: Date: Name of Manager (if different frorn owner): Signature: Date: AWC -- August 1, 1997 1.111. Certifirl 'on of Installation A) Collection. Storage. Treatment Installation New, expanded or mt[qfitted facility (Sl) Anirnal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in accordance wi th the approved plan to meet or exceed the niiiii mum standards and speci fi cations. For existing facilities without retrofits, no certification is necessary. Name of Teclinical Specialist (Please Print): Affiliation: Date Work Completed- Address(Agency): Phone No.: Signature: Date: B) Land Ayylication_ai�te (WUP) Check the appropriate box 4----�The �ropping system is in place on all land as specified in the animal waste management plan. Conditional Approval: all required land as specified in the plan is cleared , for planting; the cropping system as specified in the waste utilization plan has not been established and the owner has committed to established the vegetation as specified in the plan by (montli/day/year); the propmed cover crop is appropriate for compliance with the waste utilization plan. Also check this box if appropriate if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of this certi fica tio n, the owner h as cornmi tted to establish an interim crop for erosion con trol; Name of Technical Specialist(Please Print): Johnny L. Lmier Affillation: Duplin Soil and Water Conservation' District Date, Work Completed: Address(Agency): P 0 Box 277, Kenansville, NC 28349-0277 Phone No-.: 910-296-2120 Signature: Date: - This following signature Wock is only to he used when the box ror conditional approval in 1H.B above has been checked. I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilizition plan, and if appropriate to establish the interim crop for erosion control, and will submit to DIEM a verification of completion from a Technical Specialist within 15 calendar days following the date specifed in the conditional certification., I (we) reali7z [fiat failure to subriiit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM. Name of Land Owner: Signature: Date: Name of Manger (if diff6rent from owner): Signature: Date: AWC -- August 1, 1997 -Q Runoff Controls f,--kn _ExteHor Lots (RQ Facility witg erior lots Methods to minimize the run off of pol I utan is from lounging and heavy use areas have been instal led as speci fied in the plan. For facilities without exterior lots, no certification is necessary. Name of Teclinical Speciialist (Please Print): Affiliation: Date work Completed:' Address(Agency): Phone No.: Signature: Date: D) Application and Handling Eguipment Installation (WUP or I) Check the appropriate block Animal waste application and handling equipment specified in (lie plan is on site and ready for use; calibration and adjustment materials have been provided to the owners and are contained as,part of the plan. Animal waste application an - d handling equipment specified in the plan has. not been installed but (he owner has proposed leasing or third patty application and has provided a signed contract; equipment speci fied in the con(ract ag rdes wi th the requi rement� -of the pl an; requi red bu ffers can be niain(ai ned-, cal i brat idn and adj ustment guidance have been ' rovided to the owners and are contained as part of the plan; p Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased and will be on site and installed by - (month/day/year); [here is adequate storage to hold the Waste until the equ ipment is insWied and until the waste can be land applied in acco�dance with I cropping �ysterri contained in the plan; and calibration and adjustment guidance have been provided to the owners and are contained as part of the plan. Name of Teclinical Specialist. (Please Print): Affiliation:' DY t. twA. �kf-, CVfL,V-*,4-- -Date Work Complete'd'. Address(Agency): 0. Rot A7i Vc m-il;4 -n') 7. Phone No'.: 9 /0 u, — _a4� d Signature: Datc: The following signature bFock is only to be used wben the box for conditional approval in III D. above -has been checked. - I (we) certify tha6l.(%ye) have committed to purchase the animal waste application -and handling equi pment as specified in my (our) waste mariageme - nt plan and will �ubm_it to DEM a verificition of de i livery and'insiallation from a Toamical'Specialist wit.hin 15 calendar days following the date speci fied in the conditional �ertification. 'I (we) realize that fail ure, to'subrait, this verification is a violation of the waste management Elan and will subject me (us� to'a� enforcement action from DEM­.. 'Name of land Owner: Signature: Date: Name of Manager(if different from owner): Signature: Date: E) Odor Control, Insect Control and Mortality Management (SQ,Sl,WUP,RC orl) Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality management system as specified ip the Plan has also been installed and is operational.. Name of Teclinical Specialist (Please Print):- Johnny L. Lanier Affiliation: Duplin Soil and Water Conservation District -Date Work Completed: Address (Agency): P 0 Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120 Signature: L L Date: AWC -- August 1, 1997 4 Please return the completed form to the Division of Environmentat Management at the following address: Department of Environment, Health, and Natural Resources Division of Environmental Management Water Quality Section, Compliance Group P.O.� BOX 29535 Raleigh, NC 27626-0535 Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the local Soil and Water Conservation District Office and to keep a copy in your files wi th your Animal Waste Management Plan. AWC — August 1, 1997 6 ed 5";t L 4 rl i�A J;j. o - 4F VNI � 14,41 mc �eq 4X 4 -.i Li. *7 vo I-V EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWO) (910)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. I 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. FA A IQ 101 E 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. 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: 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. 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. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing I-eaks-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 feave 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 dange�r (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone - -, After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility number, 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 Waves property or enters surface waters, call local EMS phone 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 beg�n repair or problem to minimize off - site damage. a . b. C. Contractors Narne: Contractors Address: Contractors Phone: 6. :Contact the techni.cal specialist.who certffied the lagoon (NRCS, Co.rsulting Engineer, 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 r-- INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP'S to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids Flush 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 I ) Maintain lagoons, settling basins and pits where post breading is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more then 30% of surface. e— Excessive Vegetative Decaying vegat ation 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 kf Design, operate and maintain feed systerns (e.g., bunkers and troughs) to minimize the accumviaiion /f decaying wastage. Clean up Spillage on a routine basis (e.g. 7-10 day I nte rval du ring su rnmer; 15-30 day interval during winto 0. Food Storage Accumulations of food residues Reduce moisture accumulation within and around immediate perimeter of feed storage areas by Insuring drainage away from Site and/or providing adequate containment (e.g., covered bin for brewer's grain end similar high moisture grain products). I Inspect for and remove orb reek up accumulated solids in filter strips around food storage as needed. Animal Holding Areas Accumulations of animal wastes Eliminate low area that trap moisture along fences and feed wastage and other locations where. waste accumulates and /nd disturbance by animals is minimal. Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). AMIC—Novernber 11, 1996 I P Diry 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. Inspect for and remove or break up aocumulatod wastes In filter stripes around s(Dckpiles and manure handling areas as needed. The issues checked (Apertain 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, Far (Ldndowner Signature) For more information contact the cooperative Extension Servica, Department of Entomology, Box 7613, North Carolina. State University, Raleigh, NC 27695-7613. AMIC—November 11, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROLCHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Fatmstead Swine production Vegetative or wooded buffers; Recommended best management 017pr atices', 0"0 judgmer�t and common sense Animal body surfaces i Dirty manure -covered animals (WDry floors Floor surfaces Wet manure -covered floors PIS,, ad floors, �(Zo refs located over sfotted floors'. �aed,rs at high end of solid flaorv; ) Scrape manure buildup from floors: I Undeffloor ventilation for drying Manure collection pits Urine FXrequent manure removal by flush,pit rechatge,or scraps Paritat micorbial decomposition Underfloor ventilation Ventilation exhaust faps Volatile gases; R`Fpe6aintenance; Dust -PKff' ient air movement Indoor surfaces Dust (4rWashdown between groups of ar�imals I Feed additives; ) Feeder covers; I Feed deli�ary downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon Flush tank covets liquid whiles tanks are fitting Extend fill lines to near bottom of tanks with anti -siphon vents Flush allays Agitation during wastewater Underfloor flush with underfloor convoyanance ventilation Pit recharge points Agitation of recycled lagoon Extend rachard lines to near bottom of liquid while pits are fitting pits with anti -siphon vents Uft stations g1tatio n du r! n g. s ump ta nk f iffing Sum.R tank covers and drawdown Outside drain collection Agitation during wastewater Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emIssions (or goon liquid capacity Biological mixing act lagoon startup procedures Agitation imum surfe ce area-lo-vblume ratio ��Minlmvm agitation when pumpinu Mechanical aaration Proven biological additives Irrigation sprinkler nozzles High pressure agitation �Kragate- on dry days with little- or no wind Wind draft 01 1murn, recommended operation pressure r,,r, �p5u., i ntake nea r I a g o o n li quid su rf a c a ( ) Pump from second -stage lagoon AMOC--November 11, 1996 Storage tank at basin Partial microbial decomposition Bottom at midlevel loading surface Mixing while filling I Tank covers Agitation when emptying Basin surface mate of solids Proven biological additives or oxidants Settling basin surface Partial micobial decomposition I Extend drainpipe ourtlets underneath liq&id Mixing while filling level Agitation when emptying Remove settled solids regularly Manure, slurry or sludge ' Agitation when spreading ) Soil injection of isturry/sludges spreader outlets Volatile gas emissions ) Wash residual manure from spreader after use I Proven biological additives at oxidants Uncovered manure. slurry Volatile gas emissions while drying I Soil infection of sturrV/sludges or sludge on field surfaces ) Soil incorporation within 48 hours ( I Spread in thin uniform layers for rapid drying Proven biologfcal additives or oxidants Dead animals Carcass decomposition P�Propar disposition of carcasses Dead animal disposal Carcass decomposition ) Complete covering of carcasses in burial pits pits ) Proper locationlconstruction of disposal pits Incinerators Incomplete combustion J Secondary stack burners Standing water around Improper drainage W"Grade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter z Manure tracked onto public Poorly maintained access roads k-J'Form access road maintenance roads from farm access Additional Information, Available From. Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center S wine Production Farm Potential Odor Sour ces and Remedies, EBAE Fact Sheet NCSU-BAE S�vinv Production Facility Manure Management: Pit Recharge —Lagoon Traatment;.EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management: Undorfloor Fluse—Lagoon Treatment; EBAE 128-88 NCSU-BAE Lagoon Desiq and Management for Livestock Manufa Treatment and Storage, EBAE 103-83- NCSU-SAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Shoot NCSU-BAE Controlling Odors from Swine Buildings, PIH-33 NCSU-Swine Extension Environmental Assurima Program: NPPC Manuel NC Pork Produces Apsoo Options for Managing Odor; a report from the Swine Odo-r-Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Ries; PRO107, 1995 Conference Proceedings Florida Cooperative Extension The issues checked pertain to this operation. The I an downer/integ rator. agrees td use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Land�wnertignature) AMOC—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. (V') Rendering at a rendering plant licensed under G. S. 106-168.7 Complete incineration In the -case of dead, poultry only, placing in a disposal, pit of a size and design approved by the Department of Agriculture. Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead -animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) ! 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 winterlearly 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 spare 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 may be done by mowing, spraying, grazing, ch i combination of opping,- or a these practices. This should be done at least once a year and possibly twice in years thait 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.a9d 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. sgparation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes r- Lagoon surface --- look for: I . undesirable vegetative growth 2. floating or lodged debris Embankment ---look for: I . 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 darnage 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: I . 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 completely "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 time should major repa�r� be required. Having a nearly full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is fuR, 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 hits 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: I 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 dgricultural time at the rate of I 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. PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT 11 120 lqo WI:&C41 , certify that I (own, have access to) the (producer) following irrigation eqUipment: TYPE IRRIGATION AND SIZE—e 50 AVAILABLE FROM I further certify 111,11, thrOLIgh the arrangements I have made concerning Irrigation equipmem. I tv� w i I I be ab le to i m ga te as necessary acco rd i n g to m y waste m a n agemen t p I an. Date (producey) Pl�l�UCE,RCE,IRITIF,IICATIONO)1,7 TENTTOPLANTGR '-0 R I( IRR GA ION c rtify that I wi ant the specilled grasb�es as ou in Mn� enlelit p t the nex av le seeding date. If 01i.s date is in excess of 6 monthz mm provi e a temporary cover of'sinall grain it'needed for irrigation. Date Management: Practice water con scrvation­ 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 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 maximurn lagoon storage for the winter. The lagoon liquid level should never be closer than I 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 vegetatiop, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins"at end of confinement houses or wherever they are instafled. Maintain strict vegetation, rodent, and varmint control near.1a'goon 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 la-rge-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'h6t resume until you are sure that.the sludge can be removed without liner injury. If the liner is damaged it must be repailred as soon as possible.-, Sludge removed from the lagoon has a much'Iligher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a 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 yqur lagoon sludge analyzed for its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. , Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. 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. NOTR If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage �tarts, it can quickly cause a large discharge Of wastewater and possible dam failure. System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively now 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 best 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 randornly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a Aransect 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 nonuniformity of the application. On a windless day, variation between containers of more than 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 REGISIFLATION FORM FOR ANIMAL FEEDLOT OPERATIONS Department of Environment, Health and Natural Resources Division of Environmental Management water Quality Section If the animal waste management system for your feedlot ooeration is designed to serve more than or equal to 100 head of cattle, 75 horses, 250 swine, 1, 000 sheen, or 30, 000 birds that are served by a 1-icuid waste system, then tl�is form must be f---'-Ied out and mailed by December 31, 1993 purs.uanr-,.zo,'I5A. NCAC 2H. 0217 (c) in order to be -y. deemed permitted by DEM. Please print clearf- FarM Name":'- 8 46 A Q. W4,r Mail:'ng Address: county: j2y.aua Phone No.qiq=&36-j4n C."'wner (s ) Name c1h Manacer(S) Name: 'essee Name,: arm Locar-,Lon (Be as �sueci'F'*- as pcssible- road names, direction, Mileoost, etc. 0,-,s& hoo-C�4rfg:hLgd) -GI-- -A-il-4 tj C- .�_LO_j 1700 I at zude/Lonq itude i f known: Des4cn caoacity or animal waste management system (Number and type conf 4 ned, an 4.�ia I (s) IWO Egedle 4, Fia L4 Average animal, nopulation'on the farm (Number, and type,of anirdal (1f) raiseLd) Feadx L Year Production Began: lig 3 ASCS Tract No.: �Ype o.;r A J.' Waste Management System Used: ;�cres Available for Land, Application of Waste: 0 wn.e r S ignature (s) D TE: DATE - CERTIFICATION CHECKLIST / WORKSHEET (71 GENERAL INFORMATION Name: I J�j Date IQZ31 Technical Specialist V Size of Operation: COLLECTION' Are the houses adequate to properly collect and discharge the waste to a storage facility? Z, YES NO STORAGE AND TREATMENT Did NRCS Design Waste Treatment Lagoon? X YES -NRCS Design Capacity / -2 � -0 (number of animals) Has Operation been Expanded without NRCS assistance? YES NO IF YES, what is current design capacity? Dimensions (L x W x D) of lagoon NO What is present design capacity Dimensions (L x W x D) of lagoon Does existing waste storage structure ineet NRCS standards for a lagoon? X YES NO Does structure ha ' ve at least 60 days tern rary storage, 24 hour - 25 year storm storage,� and 1 Mot of freeboard. YES Number of Days of Storage ani rnals animals NO NRCS cannot provide assistance unless- - '_j landowner is willing to increase storage capacity. - Assess Seepage Potential of Existing Waste Storage Structure? Soils similar to SP soils High seepage potential - Soils similar to SM soils Medium Seepage potential Soils similar to SC soils Y, Low Seepage Potential Soils similar to CL or CH soils Very Low Seepage Potential Where seepage is a high or medium risk, NRCS will advise landowner of potential sdepage and recommend and offer a more detailed investigation at the landownef's request. Is there any evidence of seepage? y F-S If yes then NRCS cannot certify operaltion L(n�ti<—Is—eepage is corrected. LAGOON DESIGN CHECK LIST Lj�<��opy of 026 and supporting maps included if clearing involved. (including access roads and waste application sYstem sites) bl(- Dam.Safety Exclusion a. Dike not over 15 feet high to down stream slope and not over 10 acre feet storage to top of dike. 3. Storage Volumes ta5:�designed volume exceeds needs z_b. all temporary storage is designed above the seasonable high water table. _0_""�minimum of 6 feet treatment volume depth available ,d. no sludge storage statement included if landowner so requests ,_4---Operaticn & Maintenance Plan (sheet included) .,a-�-�begin and end pump -out elevations shown Location Sketch (included) �_a_---'distance and direction to nearest residence shown --br. road numbers shown _c-z--north arrow shown _,!,,,�Iiazard classi I fication Sheet 1 (NC-ENG-34 included) distancer to nearest styeam in event of dike failure shown ,,,���istance to nearest public road in event of failure.shown ,_-z. t. topo map of area to support a & b above included 1. Waste Utilization Plan (included) all tracts, field numbers, field acreage, (available- acres exc luding bu f f er 6 f or, ditches, -roads, homes, , prop' �trty - 11 ne, etc.) crops shown signatures - of -producer & person preparing, plan. /U/� pumping agreement signed by adjolning 'landowner show'iih�_tract numbers, field'numbers, acres, etc. if needed I legible ASCS maps of efflu'entadisposaf fields'inciluded" _--e legible soil survey sheets showing all effluent disposal fields included ,f suitability of soils for crops planned assured attachment "B" on sampling procedure included Z 1, 8. . Soil Investigation Sheet (SCS .ENG'63� included) _z-r--mininum of -three.-borinqs �on Class. IV & V lagoons, _,b,—borincjs 2. Of below designed- bottom of. laVoon , - r� s rvey - -location & elevation of borings in. relation to grid u ___­d��._seasonal high - water-. table at highest elevation borrow area location shown a United Slates Cooariment of AgnCullure Soil Conservation Service OPERATOR: Bobb, 4 6wd Please review the attached plan and specifications carefully. Reta in this plan for your use.and records. It is strongly recommended that you, Your contractor, -and Soil ' Conservation Service personnel are in agreement as to how the wa�te lagoon is to be constructed. The Soil Conservation Service personnel will meet with a] I concerned parties and walk over the site to explain all Flags and markings. It is important that everyone understand what is expected so that final -construction meets plans an4 specification and the job can be certified -For -payment (if cost -sharing is involved). The pad dimensions and grades are the best estimate. The BUILDER or CONTRACTOR is RESPONSIBLE for fi * nal layout and design of the pads. The Soil Conservation Service personnel will assist in a limited capacity, .as its aa-io—c- concern is the proper design and construction of the waste treatment lagoon. The - actual amcont of material required for pads and'dam may vary from the estimates. The design will attempt to balance cuts and fil Is as close as possible. if additional material is required after construction is complete on the lagoon,/the 'contractor d. owner wi I I negotiate on the price and loc.ation of borr�ow.area. NOTE: Design �Requ i rement jkugy cu. ft. = 13 4gr cu. Yds. Estimate of Excavation: cu.ft. - u.yds. Estimate of Pad & Dike: cu. f C. u,yds. LtE-J.,v Ration Job Class -111" Da Ee Designed By 13X. 0 Design Approval -M Name - -7 Da te V The Scil Canzetvatoon 5*rv%re is an agency of the 0*0a"MeAT of Agmuntite 7 1 --TF L 4- 4 1 11 I T t 1' t 7 J j 4 t, L 1 I IT -1 -41 i-JI T I P oil -------- ---------- -IJ Y7 i -T-r-11 t t Ro 4 h. IT, 4 L L 1 PA� Lr" 3-."3 W --3 1 S4. Is, c 01 j 0 �ve e t H 6 9 -4� b Y -;4 lkt 7r f q I L I t LEI r I- Operator:Bobby Howard County: Duplin Date: 04/07/93 Distance to nearest residence (other than owner): 1000 feet 1. STEADY STATE LIVE WEIGHT 0 Sows (farrow to finish) x 1417 lbs. 0 0 Sows (farrow to feeder) x 522 lbs. 0 1760 Head (finishing only) x 135 lbs. 237600 0 Sows (farrow to wean) x 433 lbs. 0 0 Head (wean to feeder) x 30 lbs. 0 TOTAL STEADY STATE LIVE WEIGHT (SSLW) 237600 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 237600 lbs. SSLW X Treatment Volume CF/lb. SSLW Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW Volume = 237600 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0 cubic feet NOT CALCULATED AT OWNER'S REQUEST. OWNER WILL BE RESPONSIBLE FOR REMOVAL. 4. TOTAL DESIGN VOLUME Inside top: length 220 feet ; width 220 feet Top of dike at elevation 45.00 feet Freeboard 1.0 feet side slopes 3.0:1(inside) Total design lagoon liquid level at elevation 44.00 feet Bottom of lagoon at elevation 33.00 feet Seasonal high water table elevation 40.50 feet Total design volume using prismoidal formula: SSIENDI SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH 3.0 3.0 . 3.0 3.0 , 214.0 214.0 11.00 AREA OF TOP LENGTH X WIDTH 214 214 AREA OF BOTTOM LENGTH X WIDTH 148 148 AREA OF MIDSECTION LENGTH X WIDTH X 4 181 181 45796 (Area of Top) 21904 (Area of Bottom) 131044 (Area of Midsection X 4) CU. FT. =r [Area top+(4XArea Midsection) +Area Bottom] X Depth/6 45796 131044 21904 2 VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 364364 CU. FT. TEMPORARY STORAGE REQUIRED Drainage Area: Lagoon (top of dike) Length X Width = 220 220 48400 Square Feet Buildings (roof and lot water) Length X Width = 0 0 0 Square Feet TOTAL DA 48400 Square Feet Design temporary storage to be 180 days. A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 237600 Lbs. SSLW X CF of waste/lb/day X 180 Volume = 58164 cubic feet B. 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 Gallons/day X 180 days storage/7.48 gallons per CF Volume = 0 Cubic feet C. 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 Inches X DA / 12 inches per foot Volume = 28233.333 Cubic feet D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot X DA Volume = 30250 Cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 58164 Cubic feet 5B. 0 Cubic feet 5C. 28233 Cubic feet 5D. 30250 Cubic feet TOTAL 116648 Cubic feet 6. SUMMARY Total required volume 354248 Cubic feet Total design volume -avail.= 364364 Cubic feet Min. reqrd. trtmnt. vol. plus sludge accum.= 237600 Cu. Ft. At elev. 41.00 Ft; Vol= 238208 Cubic feet (end pumping) Total design volume less 25yr-24hr storm 334114 Cu. Ft. At elev. 43.30 Ft; Vol= 332932 Cubic feet (start pumping) Seasonal high water table elevation is 40.50 Feet, which must be lower than the elevation of top of treatment volume 41.00 DESIGNED BY: L* %wA, C/ DATE: APPROVED BY: 2 � '�. �' n V & DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ADDITIONAL NOTES: OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) with minimum odor control. The time required for the planned fluid level to be reached (permanent + temporary storage) may vary due to flushing operations and the amount of fresh water to be added to the system. The designed 6 months temporary storage is an estimated volume based on : 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and thisAs usually the outlet invert,of pipe(s) from building(s). If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth, (6 feet). Pumping can be started or stopped any time between these two elevations for operating convenience as site conditions permit (weather, soils, crop, and equipment 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, cent6r pivot, guns,'and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following items are to. -be carried out: 1. It is strongly recommended tha 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 pre - charging is completed, 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 B) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 43.30 as marked by permanent markers. stop pump -out when the fluid level reaches elevation 41.00 or before fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria). The design temporary storage, less 25 year storm is 86398 cubic feet or 646256 gallons. As stated before, this volume will vary considerably from year to year. 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.4 inches per hour. 5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass vegetated buffer around waste utilization fields, particularly adjacent to ponds, lakes, streams, open ditches, etc. Do not pump within 300 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment,, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. NOTES: SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- CLEARING: All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Lagoon site (and pad site if needed) to be stripped of topsoil (311) and stockpiled for use on dike and pad slopes (2-311). The topsoiling quantity is in excess of amounts specified on page one (1). Cut-off Trench: -------------- j4cut-off trench (when specified) shall be installed as shown in the plans. construction: ------------ Construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior approval of the SCS. Earthfill shall be placed in max. of 611 lifts and not placed in standing water. Compaction shall be performed by -the construction equipment or sheeps-foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. To protect against seepage; when areas of unsuitable material are encountered, they will need to be excavated a minimum of one (1) foot below grade and backfilled and compacted with a,SCS approved material (i.e.-CL,SC,CH).,_Refer to the soil investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: ---------- All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction according to seeding specifications sheet. SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 2.0 ACRES USE THE SEED MIXTURE INDICATED: 0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE (BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE (SEE FOOTNOTE NUMBER 1) SEEDING DATES: MARCH 15 TO JUNE 30 16.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL I TO JULY 31 60.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE) O.O.LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION) SEEDING DATES: SEPTEMBER I TO MARCH 30 LBS. APPLY THE FOLLOWING: 2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE) 4.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE) 200 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE) I I ALL'SURFACE DRAINS SHOULD BE INSTALLED'PRIOR TO SEEDING. SHAPE ALL DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. n United States Department of Agriculture soil Conservation Service P. 0. Box 277 Kenansville, NC 28349 Telephone 919-296-2121 WASTE MANAGEMENT FACILI`TY SITE EVALUATION GENERAL INFORMATION NAME .80bl>q P9,eAd LOCATION I TELEPHONE LOCATION DATA SIZE OF OPERATION 1? 60 DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER ROO 7"�*- NUMBER OF HOUSES WITHIN 2000 FEET OF SITE -.!� IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? YES NO IS SITE WITHIN I MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO I if yes, landowner should consult with local zoning board about required perini(s WETLANDS - WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO APPROVING WASTE MANAGEMENT PLAN YES NO I F WETLANDS ARE I NVOLVED, IT IS TlIE RESPONSI BI LI TY OF THE PRODUCER TO CONTACT TI IE US ARMY CORP OF ENGINEERS AND THE NC 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 ENVI RONME NTAL MANAGEMENT. WASTE MANAGEMENT - VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES W"" NO IF NO. DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO — SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS SOIL INVESTIGATION - VALID ONLY IF SOa; ]INVESTIGATION SHEET ATTACHED IS SOIL SUITABLE FOR LAGOON? YES No IS A CLAY LINER REQUIRED? YES NO IF YES, IS CLAY AVAILA13LE ONSITE? YESF-- NO ouEsTIONABLE IS A CORE TRENCH REQUIRED? YESj,� NO SITE APPROVED 60MMENTS YES k,/ NO CONDITIONAL. vO sk US Department of Agriculture soil Conservation Service - ENVIRONMENTAL EVALUATION NC -CPA 16 4-92 Land user/owner 45414 Haxxard County_ DOil'4.1 V Location/Tract & Field Number 2- 74 Acreage Prepared bv� � -13jiv Date,'Af V Brief Description of Plan'nied Practice/RMS/Project Measu're: Environmental Factors and Resources to Identify and Evaluate I. Is wetland included in the planning' -area -.(Re . ferences:- NCPM; 190-GM 410.26; Hydric soils list; Classification of Wetlands and Deepwater Habitats of the U.S.; National Wetlands Inventory.,,Maps; NFSAM. No Yes - If yes, Identify types present Attach -environmental evalubLtion-showing what effect -'th i s p 1 anned as s i stance wi 11 have on­%�etl and and how I �,6i . ­�. I- ' , '� - ' ;�4 Icy -1s, - - wi assistince'',­ ..,Corps-.. perr 146ve' needed`- ­ a .,obtained, by."lthd. lah�ul'ser?.,.,' r d,,,,practj:ces'�,wi1 owner �'in, �---noi,planne 77 ­'6f,,Swamp us iolati6n b .4". -0­ 1-il 11 Ava, ­;E�d'ingqred and/or threatened.. Spec le (Re f6re'nces:­,, -J!�O.-GM",,�!,4 ,2 . 'Ct,o,, tio 410.22;'Technical Guide- e. n '-wi MY: Sec n No y6ii - Identify specie�s­wli6r.'4 range and -habitat," eeds,'4r�dica' they r night.. oc6u r; . in .!planning'. area.. at, Identify'on map any designated-!'6ritical' abit' 4 4 i Is-, a. cles-ignated- natural or. scenic., area include& in.'the. planning.. area.. or. will planned actions.. iinpact- on an. adj'acent� ha'tural: or scenic area,?, (References:. 190-GM-. 4.10,.2,3. an& -.24,)- �� — No., yes� If- yes:,, encourag.e�, landuser to.- consult� W'Ah�'Qonderne­& ag!anaies;,, socle�ties-, and; indivicluals, to, arrie at. mut ually,'eatjoif actory. - land� us P--. and:,, trea:tmiiht�. 4.; Dqes.I-the� plan�iil�g;- avzzezL- fllq6O�.' plati HUD,, Fl-Pod,., . .. . - . . - : � .1 1 , , . .. : k Is,, the. asslsted� act-i-on. 1;ikely� to,: hame: sigpif iO-ant, adver. se. ef f ects, -on., exist-Ing- naturall and benefic.Aal. va-lues� in,. the,, flood,, plAi.n?,: Is. there, a, practical, alternative, outside, the- flood�, p I a, i n.? Has; the. flQod,, pja.in1. beem used! for-, ag�ricultural the' -last-, -5.- -y s P�7Pduqt'jon.-for- at least�, 3.4f ear .7. 5., Is. api �axchAeologicai. or hist;orlca.l. site, located: in- the.,�'pldn�rdng� ar�m?? (.,'Ret or - ences:, NrPM-;.- 420-GM 4-0.1,;� Nat_i..Qna1, Register"o.f, 13.�_wtoric, Np: Yes, -- If,, yes,,.. hayei steps,,,been,, takem to- ensure, the. PrQtzection! ofl,.this. area.?" t t f 6 rm lan d S;, i h unique,,- or; -V8c'a­1-ly,`j-mpqr an, -a ng, un�_R t�6�,Qpqr t�i (�Fefetehceq,.��,� F Q_ " n f y" on e Ygs., — 94 !.` :7. adntl-' T.f., d ye I! n Q u W.J.111�'the.. ar,.U.oh,: result:-. db- "ait1n Not A. Wi-i-T.'the� actton; resuilt' in. swaipbust ilfig'?,': Y 9., 1s, there, a., potential, for- aontroversy.7.k Frow, whom?.; No� yesl� I 10. Are permits required?/Should the person contact permit agencies? No Yes V When an environmental factor or resource is identif ied on the -site, the.user will refer to ' the appropriate reference for policy and document the appropriate action in the notes portion of this form. NOTES, DOCUMENTATION, FOLLOW-UP A 4,5;4 +.,Ok f 1*0 . Re-, v Zted I ty r� L U. S.� t3c'PARTMENT OF AGMICULTURE SCIL COtq� r.y. 5-70 EkVAT(6f4 'St:RVICL SOIL INVEST�GATION TO DETERMINE SUITABILITY OF PROPOSED POND S�TE:`j-, 7J—. . . . ; . . . , o - FARMEI�'S NARt'l Al DISTRICT DATE COUNTY be 02 S. C_ S-PHOTO SHEET NO. WORK UN-rr WATERS14EU AREA MEASUREMERTS 1 CROPL,kND �.CRF ACRES, wo6l)LkN�­ ACRES TOTAL ACRES POND CLASS WORKXINM, CONSERVATIONIST SKETCH OF PROPOSEWPOND $HbWrNG.WHERE 13ORINGS WERE MADE: (Appic;,�­" LAmata mfe-rw pow_�r!'cFnl- line -4�5,1.. .44 4y.- sia Mir �vl a Ilk. SHOW '-,..BORING NUM13ZR AND PROFILE - N A c ovid fUr dam-sto ond ii�1114;av bortnes arst - then, 0��od Jrw ff"nd bon*w Pit 60r0w.'sc" DEP"m (CortdnutdAm bid wAcm SCALE 1-' 2 3. -4,1_5 6 ,67A h 8.! 9. 10+ 11. 12,, 1 .14- AS 16 17� 181 k19), '16. '21" 22� V ? 1111 0 '31 0,1 T!� D�L se� Z, 7, rLk , I - - - - - _11 c �, -�m­ je- .11 94 1 r;� SIC- S%� r A. I 4. Aff ;j1?; Lwl' cif w 13ORINGS MAMV BY, "TLE SIGNATURE & Re: 31-43 5 D oht)v Hn%% ard Subject: Re: 31-435 Bobby Howard Date: Thu, 17 May 2001 17:56:28 -0400 From: Dean Hunkele <Dean.Hunke1e@ncmafl.net> Organization: NC Division of Water Quality To: Stephanie Milarn <stephanie.milarn@ncrnai1.net> Steph, His poultry operation is a 10-12,000 turkey operation. It is a dry litter system, thus no lagoon impact. All litter is spread on other land owned or leased by the Howard's according to his son, Louis. He had no soil sample reports for me to look at to see if it is being applied or has been applied to his fields in the hog waste plan. I hope this clarifies what you needed. If not, let me know. Dean Dean Hunkele <Dean. Hunkele @ ncrnail.net> Environmental Specialist NC Division of Water Quality DENR -- Wilmington Regional Office I of 1 5/18/01 7:41 AM ANIMAL WASTE UTILIZATION PLAN 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 wasce. NARRATIVE OF OPERATION THIS PLAN IS WRITTEN BASED ON AN IRRIGATION DESIGN DONE BY TOM CROCKETT IRRIGATION, INC. TRACT 4222 IS A REPRESENTATION OF TRACTS 4222&4230 COMBINED. THE FIELDS, AS SHOWN, ARE HYDRANT PULLS SHOWN IN THE IRRIGATION DESIGN. MR HOWARD MUST ESTABLISH BERMUDA HAY IN PULL H1, AND FESCUE PASTURE IN PULLS H2&H3. THE PULLS MUST BE SECTIONED AND MAINTAINED SUCH THAT A ROTATIONAL GRAZING PATTERN MAY BE IMPLEMENTED FOR THIS PLAN TO REMAIN VALID. 6-1111 F/10, 11 ffl- U 9 011 �" 4W* 2 7-31 OWP777 Page; 8