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Home My WebLink About820390_Permit Renewal Application 2019_20190410State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these pennies, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits most apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2019. Picric da not leave any g.d.. unanswered Picric verb all inyormadon and make any necessary corrections below. Application mast be signed and dated by the Permitted. 1. Farm Number: 82-0390 2. Facility Name: Anthony Dodson Farm TOM C17 3. Landowners Name(same as on the Waste Management Plaa): 4. Landowner'. Mailing Address: 7588 N Salembure Hwv City: Resebom State: NC Telephone Number: 910-590-9096 Ext E-mail: 5. Facility's Physical Address: 7466 N Salembure Rwv City: Reactant, State: N( 6. County where Facility is located: Sass 7. Farm Manager's Name (if different from Landowner): 8. Farm Managers telephone ..be,(include area code): 9. Integrators Name (ifthem is not an Integrator, write "None"): 10, Operator Name(OIC): William A. Dodson Jr. 11. Lessee's Name (ifthere is not a Lessee, write "None"): 12. Indicate animal operation type and numhee Commit Pemtt Operations Type Swine - Feeder to Finish Operation times: swive. Cattle weanto Finish Dahy Calf Wean to Feeder Dairy Heifer Farrow, to Finish Milk Cow Feeder m Finish In, Cow Farrow to Wean Beef Steaker Caff Fanowto Feeder BeefPeeder BoarlSted Beef Broad Cow Gifts Other Other Certificate Of Coverage Number: Anthony Dodson Murphy -Brawn LLC Phone Na.: 910-590-9096 Allowable Count 1,440 nry Pounry Non Laying Chickens Laying Chickens Pullets Turkeys Turkey Pullet Wet Poultry Non Laying Pullet Layers AWS820390 Zip: 28382-7266 Zip: 28382 OIC 4: 16698 Other Tvaes Horses - Horses HomesOther Sheep - Sheep Sheep Other 13. Waste Treabnent and Storage Lagoons . (Verify the following information is accurate and complete. Make all necessary. corrections and provide missing darn) Strata¢ Nerve Estimated One Bulk Li. Type (Clay, Synthetic, Capacity (Cubic Feet) Estimated Surface Area (Square Feet) ti as Freeboard "Radlive. (inches) 1 .4 �+Unknown) `ACi IS-1 3LM ' 19.00 nil! Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d) to the address below. - The CAWMP must include the following components: t. Themioskrecem Waste,(Jtlizams,Plao(VMP),s&nedby ihetiwnerand a<erfafird melinied sreciafiat containing: a. I be method by which waste is applied to the disposal fields (e.g, irrigation, injection, etc.) b. Anup ofeveryfield used for land application(for example: irrigation map) c. The sell series present on every land application field d. The crops grown on every land application field C. The Realistic Yield Expectation (RYE) for every crop shown in the WOP I. The maximmn PAN to be applied in every land application field g. The waste application windows for every crop trrifzed in the WUP b.. 13e required NRCS Standard specifications 2. A site mapfachematic I Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted S. Odor Contra! Checklist with chosen best management practices noted 6. Morality Control Checklist with selected method noted -Usc the enclosed updated Mortality Control Checklist 7. Lagern sarage pried capacity documentation (design;" calculations, etc.) Please be aure the above able is accurate and co rpLete. Al. provide any site evaluations, wetland deterioinatiom, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submital. (e.g. composting, digesters, waste transfers, etc.) As s ..ad option m mailing paper copies of the application par",, you can sraa and email one signed copy of the application andall the CAWMP items above to:: 2019Perntitileoewagginsdame.gov I attest that this application has been reviewed by me and is accounts and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.61, any person who knowingly makes any false statement, representation, or certification in any application may he subject to civil penaltu, up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more data $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signial, Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer ofthe corporation): Nerve: 14n/dA ens1 (/o/ Son- J1 Title: 0r"n--e-rG Na.- .Title:. Signature: Date: Name: Title: Signature: Data THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program - 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PmmitRrmmnd@ncdaucgov u O[O M 3 A 0 M C I XYM M1 Ki l0 W" 4�1 a:T\ W iTKIIL9 Vemian—November 26, 2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality ❑ r—✓ (� Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must beat least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table. Attach burial location map and plan. ❑ O Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B.0200. _Rendering at arenderingalant licensed under-G.S. 106-166.7. Complete incineration according to 02 NCAC 52C .0102. ❑ ❑ A composting system approved and permitted by the INC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEC. ❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). ❑ ❑ 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 by the State Veterinarian must be attached). ❑ Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signatureof arm Owner/ a g Date i (c�? Signature of Technical Specialist Date Nutrient Management Plan 3 For Animal Waste Utilization This plan has been prepared for: Anthony Dodson - Anthony Dodson 7588 N. Salemburg Hwy. Roseboro, NC 28382 910-564-4563 This plan has been developed by: Doug Niemond TDMFarms Box 300 Newton Grove, NC 28366 910-594-0219� DeveF per Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. I/ ll-uJ-oo Date Signature (owner) Date Signature (manager or producer) This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: � 6'` Technical Specialist Signature Date 402697 Database Version 1.05 Date Printed: 10-31-2000 Cover Page Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 1,334,880 gals/year by a 1,440 animal Swine Finishing Lagoon Liquid operation. This production facility has waste ara a capacities of approxanately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 3075 Incorporated 5280 Injected 5815 Irrigated 3342 [—Y—m7—il3,342 Max. Avail. PAN (Ibs) • Actual PAN Applied (ibs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus! Deficit (Gallons) 3850 1 -508 1,537,300 -202,420 Note: In source ID, S means standard source, U mesas user defined sauce. -- • Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc 905891 Database Vanden 3.1 Date Printed: 01-17-2006 Source Page 1 of 1 Narrative R.Y.E. and Yield for fields 1-4 are taken from the existing WUP 3126/96 by Wilson Spencerr, Field 5 has been added to the plan and uses updated values. Mr. Dodson has acquired the use of a honeywagon which he uses to apply waste to areas of his pastures that he does not wet with his irrigation system. He records these applications on SLD-2 forms which he keeps along with his irrigation records. The acreages listed on his WUP reflect only the areas wettable with the irragation system. The additional acreage wetted with the honeywagon are reflected on the SLD-2 forms (total acres minus wetable acres), 5.4 acres between tracts 10507 and 3089. Tract 10507, palls 3 and 4 were changed from fescue pasture to bermuda pastorals=" grain overseed o 1/17/06. I ----------------------- ----------- - aa5a9l Database Version 3.1 Date Printed: 01-17-2006 Narrative Page 1 of 1 The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic —yield estimates an also provided for each crop in the plan. In addition, the Leaching index for each field is shown, where available. Planned Crops Summary Tract Field Total Acres Uscabl e Leaching ndex(LI)i Soil series Crop Sequence RYE IN97 5 4.52 451 NIA k.Mk bed 6.5 T. 10507 3 1.85 1.89 N/A lGoldsboro Issaall onin Gvaoeai 1J)T= I jHbidsanndW.— 6.5 TM 10507 4 /.40 1.40 N/A 1G.Mataa,0 sea,11 Greco ov.m 1.0 T. Wind seosne�Pesmre 6.5 T. 3099 1 3.991 3.% NIA 11babe small Gndn 0v.smd 1.0 Tons Hybnd9 dagmss Pa�we -3.8 T. 099 3089 2 #2 1 NIA Bhuaft Small Gotia Ovosced 1.0 T. Y -3.8 T. PLAN TOTALS: 14.55 14.55 Z7, <2 IM plote=i Mw contribute in soluble INom, atrient leaching below the root x2& AWrate potential to contribute to Nutrient Management (590) should be planned. 10 soluble nutrient leaching below the not Zone. ligb potential to contribute, to NuttimtManagement (590) sbould be planned. Other couservationfamaticis that soluble nutrient leaching below the improve the soils available water holding capacity and improve nutricat use > 10 not zone. efficiency should be considered Examples are Cover Crops (340) to gratVarga nutrients, Sod -Based Rotatiousa (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Butlers; (391). Preview DaabaxV.M5.1 KsPW I of I NOTE: Symbol - means mor entered data The Wasre Utilization table shown below summarizes the waste utilization p...( for this operation. This plan provides an estimate ofthe numbs. 1cres of cropland needed to use the nutrients being produced. The plan requires consideration ofthe realistic yields ofthe crops to be grown, their nutrient requirements and proper timing of applications to mallimize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate ofthe nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applie is included in the table to ensure diet the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilizetioa Table Tear L 0""'Commat. . Rea Manure Liquid Solid Liquid Solid PA F Ibs'A) PA Names, Manure Mamie Mmce Ndusent utrimt Numront Applied Applied Applied Applied Regd AWNed Applied (acre) (sore) (Field) (Field) (@dA) (RuVA) (bs A) low Appbc. Appbo. Source Turd Use Cmp RyB Period N N N Method N gal/A Tom 1000 gals toms Toolld In Sol series Acres Acres 4.52 4.52 Hybrid Beriouligaw Hay 6.5 Tuns 311-9130 2% 0 0 brig. 2 ll8.n 0. 534.1 0.00 S] radon ?-1w L89 swi Gram Ovmexd 1.0 Tom 10/1.3/31 50 0 0 bdg, 5 19.9 0. 37.71 0.00 S7 Goldsboro 3' 1,89 Hybrid Bermudegmas Pastore 6.5 Tons "3/1-9130 222 0 0 brig. 22 98.68 0. 167.60 0.00 S] Mabom 140 Small Gran Ovaesed 1.0 Tmin 10/1-3131 50 0 0 irtig. I9.9 0.0 27. 0.00 S7 Idebore "4�B 1.a0 Hbrid BerrmidM. Fe. 6.5 Tans "3/1.9/30 222 0 0 torts. 22 88.6 0. 124.15 0.00 s] Nebo. 3.99 SmallOtaaOvmseed 1.0 T. 10/1-3/31 50 0 0 lulls. 60 19,9 0.00 79.64 000O1 1 S] lama, , 3.99 Hybridammudenu Poamre "3.8 "3li-9I30 "190 0 0 Brig 19 ]S.BS 0.0 302.64 0.00 S7 lardon 275 Smd1 Oran Ov9rseed LOTons 10/1-3/31 50 0 0Irtig. 5 19.9fi 0.00 54.89 0.00 +17B:h-" 2.11 Hybrid Bermudagues Posture "3.8 "3/IA/30 990 0 D trig. 19 ]5.83 0.0 208.58 0.00 2 Total Applied, low gallons 1,537!iO ';'°'i Total Produced, IWO gallons Helarxe, 10 00 sell_ -202.4 Total Applied,ims,;i4d-✓.- 0.00 Taml Praduad, tons `' - m 0.00 Bslalae, tans '��..a�iy 0.00 Notes: 1. in the tract column, - symbol means leased, otherwise, owned. 2. Symbol • means user Preview Database Version 3.1 Date Printed: 1/17/06 WUT Page 1 of 1 The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients though an irrigation system, you must apply at a mtethat will not result in -- nmoff. This tableprovides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in anyone application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hous) Application Annual (inches) 10097 5 Norfolk 0.50 1.0 10507 3 Goldsboro 0.50 1.0 10507 4 Goldsboro 0.50 1.0 3089 1 Blanton U5 1.0 3089 2 Blanton 0.75 Lo Preview Database Version 3.1 Date Printed 1/5/2011 IAF Page 1 of 1 NOTE: Symbol * means user entered data The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge tilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 al/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Yews Accumulation Minimum Acres 1 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.10 IS.Ni 36,08 54.12 Hay 6 ron R.Y.E. 3001 26341 9.021 18.04 1 27,06 Soybean 40 bu i&tj 14,051 16.91 33.83 5074 _______________________ ____________ 402697 Database Version 1.05 Date Printed: 10-31-2000 Sludge Page l The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. This indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available Waste Storage Capacity Source Name Swine Feeder -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 9130 180 Plan Year Month Available Storage Capacity (Days) 1 l 113 1 2 99 1 3 102 1 4 107 1 5 134 1 6 162 1 7 180 1 8 180 1 9 180 1 10 169 1 11 153 1 12 132 * Available Storage Capacity is calculated as of the end of each month. 402697 Database Version 1.05 Date Printed: 10-31-2000 Capacity Page 1 Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design fold that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding 02697D____....-00--pge—__ 402697 Database Version 1.05 Date Printed: 1031-2000 Specification Page l should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1,1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied ar agronomic rates in a manner that causes not runoff or drift from site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management --- Page- 302697 Database Version 1.05 Date Printed: 10-3 L2000 Specification Page 2 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. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records p_ _...____g____- 402697 Database Version LOS Date Panted: 10-31-2000 S ecification Pa e 3 for all other waste shall be maintained for a minimum of five years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. _________________S,.d g...._ 402697 llatabase Vrrsion 1.05 Dale Prin[ed: 10-31-2000 S 'fication Pa e 4 Crop Notes The following crop note applies to field(s): 3, 4 Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Moderate to Marginal. In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar 20. For pure -stand broadcast seedings use 20 to 30 Ib/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use ladino clover for mixtures on these soils. Soil test for preplant and maintenance time, phosphoms, and potassium recommendations. Apply 40 to 60 Ib/ac nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. I to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): 1, 2 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of Febmary-March. The following crop note applies to field(s): 1, 2 Berrmidagmss: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groandcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. aozavr Database Version 1.0E Dace Prin[cd: 10-31-2000 Cmp Note Page t The following crop note applies to field(s): 5 Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid berrnudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25 % for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. Pti------" .._ eozew Dawbase Version L0'. Date Printed: 10-31-2000 Crop Note Page 2 CERTIFIED ANIMAL WASTE MANAGEMENT PLAN WETTABLE ACRES WORKSHEET Farm Name: Ani-L i �i Facility Number: Manager or Producer FG,n DQA S Phone: 010) 10 _Y34.3 Technical Specialist: 0."Phone k (9io )544—Od15 Facility Contact: Yin�� .5a ^ Phone 9 (910 ) 51.4-i4S(r3 Mailing Address: 75'U S Lw.)+ - A • t ICosz.bodc N c,. Was farm sited for animals prior to 10/1/95: Yes No If No, date farm sited for animals: Irrigation System Tvoe (Check all that apply) stationary sprinkler with permanent pipe Stationary sprinkler with portable pipe Stationary gun with permanent pipe Stationary gun with portable pipe Center -pivot system Linear -move system ✓ Hose drag traveler Acres calculated should correspond to that shown in the Waste Utilization Plan and Form IRR-2. - To the best of my knowledge, this worksheet(s) and map(s) provides an accurate representation of the system used to irrigate the animal waste generated by this operation. �` Signat=(Nl n ger or Producfr) Date Name of Owner(s) Mailing By signing t Wettable At calculations Utilization worksheets, applicable S the local So Animal We Specialist ar adequately Professional Owner Owner Wettable Acres Determination Certification sa-3;a s form, the facility owner and Technical Specialist acknowledge the completion of the s Determination. All necessary Wetrable Acre Determination Field Data Sheets and vere completed to conduct a Wettable Acre Determination. The facility's Waste an has been amended as necessary to reflect actual wetted acreage. A copy of all :alculations, and other Wettable Acres Determination documents, along with the Late Utilization Plan and Wettable Acre Determination Certification will be filed with and Water Conservation District. A copy will also be kept on sire with the Certified e Management Plan. Any future modifications must be approved by a technical filed with the Soil and Water Conservation District prior to implementation. If any to the existing irrigation system or any new irrigation equipment was required to idress the waste management needs of this facility, an Irrigation Specialist or 3ngineer has certified the design and installation below. 1�-03-00 Technical Specialist Name: 0 0� 4 'wt Technical Specialist Signature: _Date: (,E) If assisted by an Irrigation Specialist or Professional Engineer please read and sign below: Animal waste: application equipment has been designed or modified to apply waste as necessary to accommodate the waste management plan and according to NRCS Standards. Animal waste application equipment has been installed according to NRCS Standards and is ready for use. Litigation Specialist/PE Name: Iaigadon SpecialistIPE Signature: Date: Submit this form to: Arm: Sonya Avant Non -Discharge Compliance Unit Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 W:4DC - 7199 Hard Hose Traveling Gun System FIELD DATA SHEET * '^ Male and mode! number C4J(26oO _. _.cse ie-sla_I et] and hose inside aia-eter (ID) 3. [inch] 3. C-,-: rnalke and model number N as u G -. C-_n no`ie size [mch], . 9'7 - = orifice, tape: bore or„".ce. S. Cua arc an ¢ie 1 fro - al0 [dep-zes] 6. _.. c. iz-e spac ng [ eet]. Indica__ -e... ✓ un c.-- ✓; & doa.. \umbzr o.`erz.-io; hyd:=_zs �_. '_�u-ber o; interior hycran*s I 7. Gan we. ed dia:: _. O [:eet]. _ _ a_su—ed, ✓ based o.^. pn rz:. S. Cu.- pressure 4 a fpsi]. observed at ✓ cete....ired corn eun Ca. S. c1culated (slow calvL, aims) _. Gpe:=_sing pressure at lese rezi I0 fD Fps:?. _ observed v,�o= Drovided by ow: e: 10. Su -ply iinz s e [inch.] (corn pc-p .o '.ast hydrant): C:wly Lne lend i _c (maYL:lti- cu=C18 disP2rlce). "1=. �c-piy line ty� vVC, aru macz and mode! number --Ke z.c Mccei r"Umoz cr mctvr horse?cwr arc !pr1 (�,—,•] No-e' It is s:rorg: recce eased that c?eca"_._>- arerurz at ihz :ezi d s - w_..__ C=eter be Seic ceten'ized. iodate each: hvcrar or. a cove o: tie map. L d:ca.e the swt and sov of ile saver car, _-x travel la:-ie Lid show disance iraveezd. ::ow ile locatior, o: ae sappi �i-e. as will be c by travel lane Gv* c-al ca:a. =_- si. where possible. — LSOtmatior. a _c _e^. by �/ l✓.o �J damd— /_ and o: L - -c=ac`C��e: arn=acSrRapr_sentacve ✓ /i-o3-o0 :i=a=- oI l--L—:'G1 sCCaliszz "` Orl.: zne person or persons cote^i-._ _ e c=a should siza tv da.a shah. _- - Tn�eiN6C �Y�' K e..il�le A= Hard Hose Traveling Gun System COMPUTATION WORKSHEET 1 1nNumber(Identirication) 8),-390 Field Number(Identification) I d-a Iricatio❑ System Design on ✓ Eaisting Irrigation System _-New/ Ezpanded Irrigation System ?`lumber of Travel Lanes :: Interior Lanes 1 = Exterior Lanes So Meet] Length of pull(Ll) r Interior Lanes _ 1 n Exterior Lanes _Meet] Length of pulICL2) Interior Lanes (-Exterior Lanes _[feet]Leneth ofpull(L3) Wetted Diameter 3oO [feet] From field data sheet Spacing �,.- Hydrant Spacing [feet] —Z— [as percent of wetted diameter] Hydrant Layout ✓ Multiple Hydrants _Single Hydrant Excessively spaced Hydrant; Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel Lane Length (L`#) _Interior or I Exterior (Lanei'Hydrant) 0.'75(a) Acres start end of pull from Table 1� G 7S- Column Q (), D (b) Acres middle porion of pull (LI) {PullLeneth.Sy [jeer] X Wetted Widtha(,O;J [feetl}i43,560 p 35 (c) Acres stop end of pull from Table F E:Z Coiu-i 1,40 Total acres for Travel Lane Length (Ll) (Sum: a -' b - c) ,Travel Lane Length (LT) _ Interior or Exterior (LaneFHydrant) jjk (a) Acres star, end of pull aom Table Edo t Column 3.53 (b) Acres middle porion ofpull (LI) {PullLength3-70 [jeer] X Wetted Width a'70 [feet]}'-3,360 0,33 (c) Acres stop end efpull from Table FE90 r Coiuirm E Total acres for Travel .Lane Length (L2) (Sum: a - b - c) Travel Lane Len_eth (L3) _ Interior or _Exeac; (Lane'i?yd:ant) (a) Acres star. end of pull from '.able Columt ('o) Acres middle portion of pull (LI) ;Pull Length .et] X Werted Width _ [feet]) 43;560 (c) Acres stop end of pull from Table Column Total acres for Travel Lane Length (L3) (Sum: a - b - c) Multiply the tabulated irrigated acreage value per travel pull by the number cf pulls c) each category in the field. Sum all of these and this is the total irrigated acreage for the held. _L,jO (a) Acres per Travel Lane Length (LI) X _-Lanes q-7 a (b) Acres per Traver Lane Length (L2) X �_ r Lanes (c) Acres Per Travel Lane Length (1-3) X - Lanes I. l a Acres ySa Acres Acres 55 2 Total CAR'tiIP Wettable Acres for field ($� 8b _ 8c) We.ahie Acre ComI'd Tonal Wor"sheet Completed by:lam Daze: 03 1y.5S TA,\ We:v,_ A.. _ T—ml C t eampvauaw w mznec. yzo-g,� Hard Hose Traveling Gun System CONIPUTATIO`AL WORKSHEET 1. arm \umber (Identinfication) N,-� -.390 Field Number (Identin"cation) 1 2. 1ri2a:ion. System Designation ✓ Existing Irrigation System New/ Expanded Irrigation System 3. Numbe. of Travel Lanes Interior Lanes �_ rr Exterior Lanes 80[f et] Length of pull(LI) Interior Lanes +� Exterior Lanes yoOTfeet] Length of pull(L.2) R Interior Lanes �_ 3 Exterior Lanes a00 Meet] Length of pull(L;) 4. Werted Diameter 300 [feet] From field data sheet 5. Spacing eats Hydrant Spacing [feet] 7-5'_ [as percent of wetted diameter] 6. Hydrant Layout V Muhiple Hydrants _Single Hydrant _Excessively spaced Hydrants 7. Read the irrieated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel Lane Length (Ll) _ Interior or ✓ Exterior (LaneTIydrant) (a) Acres start end of pull from Table QC 75- Column. B a.85 ('o) Acres middle portion of pull (Ll ) {Pull Length 48C [fee:] X Wetted Width a4a5[feetl} /43,560 O, 3S' (c) Acres stop end of pull from Table E1= 7S Coiusn E 3.91 Total acres for Travel Lane Length (LI) (Sum: a - b - c) Travel Lane Length (I?) ✓ Interior or Exterio. (LaneEydrant) 0=, GQ_ (a) Acres start and of pull from ?able E 175- Column 13 q,0t, (b) Acres middle portion of pull (L 1) {Pall Length O0 [fee:] X Wetted Width gas [feet]) / 43,560 O,O (c) Acres stop end ofpull from Tahle FJ-7t;" Column 2.,-7-5: Total acres for Travel Lane Length (L2) (Sum: a - b - c) Travel Lane Length (L3) _Interior or ✓Ex=e=�r Zane%dpd: znt) O•G( (a) Acres s= end of pull from 72b1e eEyCI Coir.z� i, as ('o) Acres middle portion of pull (L1) {Pull Leneth�Lc lfeea X Wetted Width a70 [feet]} / 43,560 0.v (c) Acres stop end ofpull from Table EF= ° O i- Column E �1 Total acres for Travel Lane Length (L3) (Sum: a- b - c) S. Mchiply the tabu' red irrigated acreage value per trave[ pull by the number of pull of each category in the field_ Sam all of these and this is the total irrigated acreage for the field. 3,99 (a) Acres per Travel Lane Length (LI) X / 4 Lanes = 3.5 9 Acres (b) Acres Der Travel Lane Length (L2) X 1 a Lanes = a, 7 _ Acres 1S9_ (c) Acres per Travel Lane Length (1-3) X = Lanes = , k 5 Acres S. (,a Total CARtilP -Wettable Acres for field (Sum: 8a + 8b88b - 8c) Date: /0 3' 00 Wet^tabie Ace Computational Worksheet Completed by: ANIMAL WASTE UTILIZATION PLAN ANIMAL WASTE UTILIZATION AGREEMENT (Needed only if additional land has to be leased, etc.) I, /I /�- 1110 10f' , hereby give VIG.,., 144t{0'4yodson _z. permission to apply animal waste from his Waste Utilization System on 6 acres of my land for the duration of time shown below. The field(s) on which waste can be applied are shown_ on the attached map. I understand that this waste conta'_ns nitrogen, phosphorous, potassium, and other trace elements and when properly applied should not harm my land or crops. I also understand that the use of waste will reduce my need for commercial fertilizer. Adjacent Landowner: Date: Waste Producer: W,'II;G„ #4tAc v /00dds'D^ /✓fir Date: y 35-700D Technical Representative:/'�^� ✓ Date: O v- SWCD Representative: Date: acoo Term of Agreement: /0 - /o -2 avo , AMto l U! a (Minimum of Ten Years on Cost Shared Items) (See Required Specification No. 2.) Page: 12 WASTE MANAGEMENT SYSTEM FOR ANTHONY DODSON HOSES M20, NC TABLE OF CONTENTS 1 Cover Letter 2 Soils Map 3 Conservation Plan Map 4 SCS-ENO-538 (Soil Investigation) 5 NC-ENG-34 Hazard Classification 6 Lagoon Design Data 7 Waste Utilization Plan 8 Seeding Specifications 9 NC-ENS-12 (Excavation) 10 NC-ENG-12 (Embankment) it NC-€0-12 (Pad) 12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon) 13 Typical View of A One -Stage Lagoon 14 Operation and Maintenance Plan 15 Specifications for Construction of Waste Treatment Lagoons 16 Topographical Map W/Lagoon 8 Houses 17 Cross -Sections of Lagoon & Pad PROPOSED SWINE OPERATION _. NOTE: A COMMITMENT TO MOVE AHEAD WITH A DESIGN MUST BE MADE WITHIN N DAYS OR THIS INVESTIGATIONi BECOMES INVALID. 1. NAME OF APPLICANT__p•TjN _h+S$SIS�aq 2. ADDRESS AND PH�NE NO __________________________________________ _________________________________________________________________ 3. LOCATION —T�c US Mel N T Aic, ,0,4L -r✓ .i T•..a•n !-9___��-t-Q�•_1_S'.L_.�t•GE_ E__ON_46fT 4. ARE CULTURAL RESOURCES EVIDENT? YES NO__v____ 5. CONTRACT COMPANY (IF APPLICABLE) 6. TYPE OPERATION (FINISHING, SOW, ETC)__,-�LK6_________________ 7. NUMBER UNITS PLANNED ) 2.- % 20 ____________________________________ S. TOTAL AMOUNT OF LAND ON TRACT______________ _AC. __________________ 9. TRACT NUMBER (IF KNOWN) 10. DISTANCE TO NEAREST RESIDENCE____________________ __________ FT. 11. SOIL TYPE (3) �12. BASED UPON THE PRELIMINARY INVESTIGATION IS THERE SUFFICIENT CLAY FOR LINING THE LAGOON IF REQUIRED? YES__1,—_ NO______ 13. HAS PRODUCER BEEN I14FDRMED OF WASTE MANAGEMENT REQUIREMENTS? (EQUIPMENT, CROP TO BE PLANTED_ APPLICATION RATES, ETC) YES__L/_ NO______ 14. WILL THIS OPERATION REQUIRE LAND CLEARING? YES NO 15. DOES PRODUCER NEED TO INITIATE AN AD 1026? YES 16. BASED UPON CURRENT RULES, REGULATIONS, AND INFORMATION IS THE PROPOSED SITE SUITABLE FOR THE TYPE AND SIZE OPERATION REQUESTED? YES ✓ No IT SHOULD BE NOTED THAT THIS IS A PRELIMINARY SITE INVESTIGATION. DESIGN APPROVAL AT ALL REQUIRED LEVELS ARE NECESSARY SWORE A .WASTE MANAGEMENT PLAN IS FINALIZED AND DELIVERED. IN ADDITION, DISTRICT Aiq HAVE MADE THEIR BEST DETERNINAT104 ON THIS DATE. THE, APPLICANT IS RESPONSIBLE FOR PROVIDING A ITIQ W NF IORMATION ING BUILDING PERMITS, COMPANY POLICY, QR 07wn PERTINENT FACTS'. -- - ----- ------ --- 1� a1 9 s cy��ISTRFCT SA7IYE /Q#TE -------------"___�.._ ,�------- --- 6=? l" -3-------------- APPLICANT DATE q USDA -SOIL CONSERVATION SERVICE UNITED STATES 303-D EAST ROWAN STREET DEPARTMENT OF PHONE (919) 592-7963 AGRICULTURE ___ __ _ _______________ OPERATOR: ANTHONY DOpSON Please review the attached plan and specifications carefully. Retain this plan for your use and records. It is strongly recommended that you, your contractor and the Soil Conservation Service personnel are in agreement as to how the waste lagoon is to be constructed. SCS personnel will meet with all concerned parties and walk over the site to explain all flags and markings. It is important that everyone understands what is expected so that final construction meets plans and specifications and the job can be certified for payment (if ACP cost -share is involved). The pad dimensions and grades are the best estimate. The builder or contractor is responsible for final layout and design of the pads. SCS personnel will assist in a limited capacity, as its major concern is the proper design and construction of the waste treatment lagoon. The actual amount of material required for pads and dam may vary from the estimates. The design will attempt to balance cuts and fills as close as possible. If additional material is required after construction is complete on the lagoon, the contractor and owner will negotiate on the price and location of the borrow area. It should be noted that certification of the lagoon will depend upon all specifications being met. Import a include length, width, depth, slopes, topsoil placement, correct elevations (top, bottom, discharge pipes), and seeding. ARE CULTURAL RESOURCES EVIDENT? YES NO ✓ DESIGN REQUIREMENT: 287,489 _________ cu.ft =10,647 _________ cu.yds. ESTIMATE OF EXCAVATION: 219,213 _________ cu.ft =8,119 _________ cu.yds. ESTIMATE OF PAD: 135,431 --------- cu.ft =5,053 _________ cu.yds. ESTIMATE OFIDIKE: 47,992 cu.ft =1,777 cu.yds. ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: = 0 cu.yde ESTIMATE OFITOPSOIL REQUIRED: = 225 cu.yds. Ratio 1.2 : 1 ;. --- Total Excavation =8,344 cu.yds. -Job Class III Designed By'I. HERMAN ------------------ RIGGS 7/29/93 _________ Date sI SCS-CPA IS U_ S.OEGARTMENT OF AGRICULTURE ,.-.S SOIL CONSERVATION SERVICE SOIL MAY Owner ANTHONY DODSON Operator SAME --,� County SAMPSON State NORTH CAROLINA Soil survey sheet (s) or code nos. Aproximate scale N j PFepared by U. S. Department of Agriculture, Soil Conservation Service cooperating Il Ith Conservation District 6 - NUP BR I GI 9 P NOA �L r B� G,.: 1. (, _ NOR Ln PA` `I / ` o ? 11,8 9 Go GaA . WA {.n co M1 _ Non G.A vN A� I A'�J. } �1 GOA y w NOA y 2 Ln �yS — NnA .�A A WI nm NOB 'k 4 /WaB aG� �. r F. t ® G.A SOIL CON5ERVATION SERVICE �� •,rp 1� 2 -81 CONSERVATION PLAN MAP (, Owner AI:TEONY OOD605 Operator SATiS i}F County SAMPSON State 1v0RTH CAROLINA Date '_/22/'3 Approximate acres Approximate scale Cooperating with Conservation District " Plan id ntification Photo number Assiste� by USDA Soil Conservation Service e ■�►a i_-. r it / rJ U. S. Department of Agriculture MC-ENG-34 Soil Conservation Service September 1980 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner A4jTHONY DODSON County SAMPSON Community or Group No. Conservation Plan No. Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft. Date of Field Hazard Investigation (, - 1 3 - 9 3 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. Egf. MY. Mt. Elevation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Ft. Ft. 8 Ft. Ft. 1 2 3 . Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach THE LAGOON WILL BE LOCATED IN A MARAL AR.FA- IT IS APPROX. 1 MILE FROM NC 242 AND 1400, FROM HOH= SWAMP, Hazard Classification of Dam (a, b, c) (see REM -Part 520.21) Dam Classification (I, II, III, IV, By nameI ttitqe) Concurred By name title NOTE: 1. .Instructions on reverse side. 2. Attach additional sheets as needed. Date 1 -1 93 c )R AND COfAWJWTV MWELOPMENf RMEWAL 14. C. s xxw '30 c m. xsm 27' 30" '32 133 OWMIKO '36' sru ._ i mA:ere.va BM -- S- ,.� r� x Cem W r ,x '-�cx^ — - r� TYPICAL )9&.SHCBION OF LAGOON OMTRUCTTCH WITH PAWrIAL-CW LINER ` 1 FOOT THICK CLAY LINER FILL 1 (MINIMUM) FILL AVERAGE GROUND AVERAGE GROUND BXCAVATE TNIE AREA AND % VARIABLE HA 0 MATERIAL VARIABLE 1 BACKFILL WITH 'CLAY SANDY MATERIAL NO CLAY J I FOOT THICK 1 FOOT THICK CLAY LINER CLAY LINER EXCMATE [ SANDY CLAY -CLAY SANDY CLAY -CLAY ADDITIONAL- EXCAVATION DOE TO LINERS CUBIC YARDS AVERAGE DEPTH TO CLAY X 1 FOOT THICK XDISTANCE = CUBIC FEET = 27 CUBIC FEET/CUBIC YARDS ConPinment Building TYPICAL VIEW Or A 2ftjEe LAGOOW SYSTEM ANTHONY DODEON Top Width Pitt Pipe (Needs to he adequately. supported) ' Bottm Siavatien S ffi.0 Settled Top Elevation %. c 5605 OUTIAT PIPE ELEV. ---___ SS 2.511 % TREATMENT �/ LAGO(A4 Depth — 10' SO .24 1„1 W l aYa~fm tavlr aw. iM ANTHONY 6} SON Oat SAMPSON sMR M. 200, '\ a of aaa OWL iMM Mr. 4, n B"taa MA am 1+ioel � omwt am I %N of am TBM Operator:ANTNONY DODSON County: SAMPSON Date: 09/23i93 Distance to nearest residence (other than owner): 1000 feet 1. STEADY STATE LIVE WEIGHT O Sows (farrow to finish) X 1417 lbs. = O 0 Sows (farrom to feeder) X 522 lbs. - O 1440 Nead !finishing only) X 135 lbs. - 194400 0 Sows (farrom to mean) X 433 lbs. - O O Nead (mean to feeder) X 30 lbs. - 0 TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 1944OO 2. MINIMUM REQUIRED TREATMENT VOLUME Of LAGOON Volume = 194400 lbs. SSLW X Treatment Volume CFilb. SSLW Treatment Volume CFilb. SSLW- 1.0 Cfilb. SSLW Volume - 194400 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION OWNER REQUESTS NO SLUDGE STORAGE SLUDGE WILL BE REMOVED AS NEEDED Volume = 0 cubic feet 4. TOTAL DESIGN VOLUME Inside top: length 200 feet ; width 195 feet Top of dike at elevation 53.00 feet Freeboard 1.3 feet Si de slopes 2.5. I(i nsi de) Total design lagoon liquid level at elevation 51.70 feet Bottom of lagoon at elevation 11.00 feet Seasonal high water table elevation 47.50 feet Total design volume using prismoidal formula: SSiENDI SSlEN02 SS/SIDEI SS/EN02 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 193.5 188.5 10.70 AREA OF TOP LENGTH X WIDTH 194 189 36475 (Area of Top) AREA OF BOTTOM LENGTH X WIDTH = 140 135 18900 (Area of Bottom) AREA OF MIDSECTION LENGTH X WIDTH X 4 167 162 107887 (Area of Midsection X 4) CU. FT. = CArea top+(4XArea Midsection)+Area Bottom) X Depth/6 36475 107887 18900 2 VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL - 091151 CU. FT. 5. TEMPORARY STORAGE REQUIRED Drainage Area: Lagoon (top of dike) Length X Midth = 200 195 39000 Square Feet Buildings (roof and lot aster) Length X Width - 0 0 0 Square Feet TOTAL DA 39000 Square Feet Design temporary storage to be 180 days. A. Volume of waste produced Approximate daily production of manure in CFiLB SSLkI 0.00136 Volume = 194400 Lbs. SSLF1 X CF of waste/lb/day X 180 Volume = 47589 Cubic feet B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh aster 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 CP Volume - O 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 i 12 inches per foot Volume = 22750 Cubic feet D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot X DA Volume = 22750 Cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 47589 Cubic feet 5B. 0 Cubic feet 5C. 22750 Cubic feet 5D. 22750 Cubic feet TOTAL 93089 Cubic feet i I I 6. SUMMARY Total required volume = 287469 Cubic feet Total design volume avail.= 291151 Cubic feet Min. regrd. trtmnt_ vol. plus sludge accum.= 194400 Cu. ft. A.t el ev. 49.00 Pt, Vol- 199467 Cubic feet lend pumping.) Total design voC ume less 25yr-24hr storm - 268401 Cu. Et. At elev. 51.00 Pt, Vol= 266083 Cubic feet !start pump; ngJ Seasonal high mate, table elevatioc is 47.50 feet, which must be lamer than the elevation of top of treatment volume 49.00 %-� DESIGNED BY: AF?ROV£D BY: DATE: 7-22--9,3 DATE: 7-22-93 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ADDITIONAL NOTES: SEEDING RECOMMENDATIONS _______________________ AREA TO BE SEEDED: 1.5 ACRES USE THE SEED MIXTURE INDICATED: 0.0 LBS. FESCUE GRASS 8 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 8 60 LBS. PER ACRE !SEE FOOTNOTE NUMBER 1) SEEDING DATES: MARCH 15 TO JUNE 30 12.0 LBS. HULLED BERMUDA GRASS (F 8 LBS. PER ACRE CSUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL I TO JULY 31 0.0 LBS. RYE GRAIN 8 30 LBS. PER ACRE !NURSERY FOR FESCUE) 0.0 LBS. RYE GRASS N 40 LBS. PER ACRE !TEMPORARY VEGETATION) SEEDING DATES: SEPTEMBER I TO MARCH 30 LBS. APPLY THE FOLLOWING: 1500 LBS. OF 10-10-10 FERTIL12ER C1000 LBS. PER ACRE) 3.0 TONS OF .DOLOMITIC LIME C2 TONS PER ACRE) 150 BALES OF SMALL GRAIN STRAW C100 BALES PER ACRE) 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 EPUIPMENT. 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, 17 IS RECOMMENDED THAT 8 LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL SAHIAGRASS IS ESTABLISHED. 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. Stamps mill 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 !1J foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Lagoon site Cand pad site if needed) to be stripped of topsoil !3"1 and stockpiled for use on dike and pad slopes l2-3"J. The topsoiling quantity is in excess of amounts specified on page one lIJ. Cut-off Trench: -------------- A cut-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 is max. of 6" 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 C10J percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they mill need to be excavated a minimum of one 0J foot below grade and backfilled and compacted with a SCS approved material li.e.-CL, SC,CNJ_ 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. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 51.00 as marked by permanent markers. Stop pump -out when the fluid level reaches elevation 49.00 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 70339 cubic feet or 526137 gallons_ As stated before, this volume will vary considerably from year to year. 4. The recommended maximum amount to apply per irrigation is one Cl.) 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 wall. 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: 11 OPERATION AND MAINTENANCE PLAN ------------------------------ i-. 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 lone 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 factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipets) 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, center 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 the 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. Uben pre - charging is completed, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after i of ti at filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste Csee Attachment B) before land application. 81-111112/1V* US Department of Agriculture Soil Conservation Service PLANNED QUANTITY CALCULATIONS prepared for ANT HONY 000'S0N in Sampson County, North Carolina Designer : HERMAN RIGGS Checker Date ' : 07/28/93 Date ww**#***w********aa#*ww**a*w***aa*a*aaa*ww**w****#A#**w***www******##****w***## 1240 FINISHINj I a* EXCAVATION ww as FILL ww Top Left Right Off-CL I CL Dist Area Volume Area Volume Width SS SS (ft) Sta (ft) (Wt) (Cu.Yde) i (S4Ft) (Cu.Yds) ISO 3:1 2.5:1 50.0 24+.8 0.0 765.4 75 I 0.0 1 2131.3 �90 3:1 2.5:1 50.0 1+00 0.0 761.0 105 I 0.0 1 5053.8 190 3:1 2.5:1 50.0 205+.2 0.0 739.2 OH-IRM 2/15/88 US Department of Agriculture Soil Conservation Service PLANNED QUANTITY CALCULATIONS prepared for ANTHONY DODSON in Sampson County, North Carolina Designer HERMAN RIGGS Checker Date 09/23/93 Date Bot Left Right off-CL Width SS SS (ft) 135 2.5:1 2.5:1 54.0 rv5 2.5:1 2.5:1 54.0 1240 FINISHING ** EXCAVATION ** CL Dist Area Volume Sta (ft) (SgFt) (Cu.Yds) 0+69 1345.4 158 8119.5 226+.6 1436.7 ** FILL ** Area Volume (SgFt) (Cu.Yds) 0.0 0.0 0.0 1. p 1 g� J ANL[AL wASTB NANAGEN_nT PLAN CSRTIZ/CAT_MOH FOR EZISTING FEEDLOTS- -?leas- zstntn the completed the addirses an the reverse Name of farm (PI Mailing Address: -arm location: JL,tiCude and L please attach a copy of a Co. Type of operation (swine, layer Design capacity (number of anim Average -size of operation (12 ak Average acreage needed for and to the Division of Environmental Hanagamsnt at of this fora. County (of farm)----`- iitude:X'W IT/2$ —2-Z J 1(required) . Also, road map with location id�tif(i ed. dairy, etc.) a):0 th population avg.). application of waste (acres):_�� -__------'=-y.............................. Teehnical specialist Csrtificsti.= '"••-• As a technical specialist designated by the North Carolina Soil y and Water Conservation Commission pursuant to 15A NCAC 6F 000S, I certify that the existing animal waste management system for the farm named above has an animal wan.. mauaga:ner.t Plan that maetc the cpOra^• ^d ... 4 wnce =rtdards anof specifications of the Division of Environmental Management and the USDA-Soi_ Conservation Service and/or the North Carolina Soil and Water Conservation fo Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The L'owiag elements and their corresponding minimum criteria have been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers adequate quantity and amount of land for waste utilization (or use of third party); access or ownership of proper waste application equipment; schedule for timing of aBPlications; application rates; loading rates; and the control of the discharge of pollutants from stornwater runoff events less severe than the 25-year, 24-hour storm. Nam. of Technical S /� y.cialLt (please Print) - l_�_ f 1 5 n A) p //r Affiliation (Agency): G C' Address:,� Arl 7�%328 q(fl $f-2 !w Phone No. r. Signature: " _ Date:__C— ...... ------..:...:..::..... :- _ Owner/tlamagsr Agrsemeata I (we) understand the operation an maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know, that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no dischargeofanimal waste from this system to surface waters of the state either directly through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Mama of Laad Owner (Please Print):Y�k�il�'ar. 'Qnf/,., V '& 7r Signature:. /✓BO P a r A _ � , Date' name of Hanager, if different from owner (Please print):_'" Signature Date .._;^ Note: A change in land ownership requires notification or a new certi£i tali Cif the approved plan is changed) within t 1 days -o£ a title Lrans_`er.- o^ DEN USE ONLY: ACE# EMERGENCY ACTION PLAN PHONE NUMBERS y33-3�OD VISION OF WATER QUALITY (DWQ) `/ / cMERGENCY MANAGEMNET SERVICES (EMS) SOIL AND WATER CONSERVATION DISTRICT (SWCD) 9a-S9-t%763 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 7,.o SrK'7963 COOPERATIVE EXTERSION SERVICE (CES) This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave you property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may ore may not be possible. Suggested responses to some possible problems are listed belwo. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions include: a. Immediately stop waste application. , b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that cause the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid -separators -action include:. a. Stop recycle pump. b. Stop irrigation pump. c. Make sure siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -possible action: a. Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 1 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, such as employee injury, fish kills, or property damage? d. Did the spill. leave the property? e. Does the spill have the .potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger leither 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 leaves 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 begin repair or problem to minimize off - site damage. a. Contractors Name: b. Contractors Addres c. Contractors Phone: 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: b. Phone: v� 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste managment plan to keep problems with release of wastes from happening again. 2 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work 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 randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transact perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transact 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 Mortality -Management Methods �`. (check which method(s) are being implemented) ❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial must be at least 300 feet from any flowing syeam or public body of water. U /Rendering at a rendering plant licensed under G.S. 106-168.7 ❑ Complete incineration O In the case of dead poultry only: placing in a disposal pit of a size and design approved by the Department of Agriculture Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) December 13. 1996 .� SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause SMP's to Minimize Odor Site Specific Practices Fanmat.W Swine production (-1'Vepetenve or wootled buff era; 1 ) Recommended beat management preJ��ec ( od jutlgment anal common sense Animal body surfaces Dirty manure -covered animals 11 Dry floors Floorsurf.... Wm menurrcovered room ( Sla floors; terers located over slortnd floors; () Feeders at high and of road floors; 11 Scrape manure buildup from floors; O Underfloor ventilation for drying Manure collection pits Urine (frequent manure removal by flush,pit recharge,or scrape Padtel micorbial decomposition 1) Underfloor ventilation Ventilation exhaust fan. Volatile gases; 1I en'' ^^imearance; Dust (I�=t air movement Indoor surf.... Dust WWasindown between groups of animals 11 Feed additives; 1 I Feeder covers; I I Feed delivery downspout extenders to feeder covers !� Flush tanks Agitation of recycled lagoon ( I Flush tank covers liquid whiles tanks are filling ( 1 Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater 1 ) Underfloor flush with underfloor conveyanence ventilation Pit recharge points Agitation of recycled lagoon 11 Extend rachard lines to near bottom of liquid while pits are filling pits with anti -siphon vents stations Agitation during sump tank filling ( 1 Sump tank covers and drawdown Outside drain collection Agitation during wastewater I ) Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater ( I Extend discharge point of pipes - underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( -roper lagoon liquid capacity Biological miring (1 Correct lagoon startup procedures Agitation I ) Minimum surface areo-to-volume ratio I I Minimum agitation when pumping 11 Mechanical aeration ( 1 Proven bildOgicel additives day. Irrigation sprinkler nozzles High pressure agitation 1 rrigate an dry with little or no wind Wind draft I ) Minimum recommended operation pressure 1 I Pump imake near lagoon liquid surface 11 Pump from second -stage lagoon AMOC—November 11, 1996 Storage tank or basin Partial microbial decomposition I 1 Bottom or midlevel loading surface Mixing wAlle filling (1 Tank covers Agitation when emptying ( I Basin surface man of solids 11 Proven biological additives or oxidants Settling basin surface Partial micobid decomposition () Extend drainpipe outlets underneath llguH Mixing while filling level Agitation wMn emptying (1 Remove settletl solids regularly Manure, slurry or sludge Agitation when apressing O Soil injection of alurry/sludges - spreader outlets Volatile gas emissions I I Wash residual manure from spreader after use 11 Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying 11 sal infection of elunyfalutlgea or sludge on field surfaces 11 Sal incorporation witidn as hours 11 Spread in thin uniform layers for rapid drying I I Proven biologicel additives or oxidants Dead animals Carcass decomposition roper ,isof carcasses Deed enamel disposal Cercess decomposition 1 I Complete covering of carcasses in burial pin pits 1 ) Proper location/construction of disposal pits Incinerators Incomplete combustion 11 SacoMary stack burners Standing water around Improper drainage Grade end IaMscape, such that water drains fecilitiea Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained aecesa roads 1 inn access road maintenance each from fans aecesa Additional Information: Aveilabie From: Swine Manure Management; 0200 RUIa/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-SAE Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management: Urderfioor Ruse —Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment: EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assumnc Program: NPPC Manuel NC Pork Produces Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agin Communications Nuisance Concerns in Animal Manure Management: Odors and Flies: PRO107. 1995 Conference Proeesdinga Honda Coopsrative Extension The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Landowne Signature) AMOC--November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Uquld Systems) Flush Gutters Accumulation of solids Lagoons and Pits crusted Sold. Excessive Vegetative Growth Decaying vegetation Feeders I Feed spillage Feed Storage Accumulation; of food residues Animal Holding Areas Accumulations of some] waste; and food wastage nMIC—November 11, I.e. ( I Flush system is designed and operated sufficiently to remove accumulated Guilds from gutters as designed. ( 1 Remove bridging of accumulated solids at diGaharge� ( main lagoons, settling basin. ana Pits where peat breeding is apparent to minimize the crusting of solids to a depth of no more than a-8 inches over mare than 30% 0 ad.c.- 1 eintain vegetative control along banks ofvegetabve control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge an impoundment's perimeter. (Dry systems) I I Design, Operate and maintain feed systems (e.g., bunkers and troughsl 1. minimize the accumulation of decaying wastage. 1 I Mean up spillage on a routine basis (e.g. 7-10 day interval during summer; 1s-aO day interval during winter) I) Reduce moisture accumulation within and around immediate perimeter of feed storage areas by treating drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). () Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. ( 1 Biminate low area that trap moisture along fences and other locations where waste accumulates and and disturbance by animals is minimal. 0 Maintain fence rows and filter strips around animal holding areas to minimize accumulators of wastes (i.e. inspect for and remove or break up accumulated solids a. needed). pry Manure Handling Accumulations of animal waste. () Remove spillage on a routine basis (e.g. 7-10 day systems interval during summer; 16.30 days interval during winter) where manure is loadetl for land application or disposal. 11 Provide for adequate drainage around mama, stockpiles. l l Inspect for and remove or break up ecoumulatedf wastes in filter stripes around stockpiles and manure handling erees as needed. The issues checked ( 1 pertain to this operation. The landownerintegrator 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. &.4,�- � (Landown Signature) For more information contact the Cooperative Extension service, Department of Entomology. Box 7613, North Carolina State University, Raleigh, NO 27696-7613. AMIC—November 11. 1996 sa,a. u�9 �a S5a iY.o --- ire..: �` �� 61:5 stir PA M G +[pero [.o<:�..Ife