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HomeMy WebLinkAbout310428_Permit Renewal Application 2019_20190410 State 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 Manament ystem will On September 30, 2019, the North Carolina facilities ate on-Discharge have been issued General Permits i fi is for Animal age ast op atee under these s State expire. As required by these permits, fa Non-Discharge General Permits must 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. corrections below. Please do not leave any question unanswered. Please verify all information and make any necessary Application must be signed and dated by the Permittee. AWS310 8 Certificate Of Coverage Number: 1. Farm Number: 31-0428 2. Facility Name: Dqup Herrir�rartn 3. Landowner's Name(same as on the Waste Management Plan): S Dou las Herrini 4. Landowner's Mailing Address: 516 Woodland Church Rd Zip: 28508 City: Albertson State: NC Telephone Number: 252-5 8-32 4 Ext. E-mail: dhe of s'i?aul.com 5. Facility's Physical Address: 536 Woodland Church Rd City: Albertson State: NC Zip: 28508 6. County where Facility is located: Duplm 7. Farm Manager's Name(if different from Landowner): g Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC OIC#: 19629 10. Operator Name(OIC): M shall S.Britt Phone No.: 252-568-2477 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Allowable Count Current Permit: Operations Type Swine-Wean to Feeder 1,776 Oaerati�°es Dry Poultry Other Tvaes Cattle Horses-Horses Swine Dairy Calf Non Laying Chickens Horses-Other Wean to Finish Laying Chickens Wean to Feeder Dairy Heifer Pullets Milk Cow Sheep-Sheep Farrow to Finish Turkeys Sheep-Other Feeder to Finish Dry Cow Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Beef Broad Cow Wet Poult��• Boar/Stud Non Laying Pullet Gilts Other Layers Other 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Liner Type Estimated Design Freeboard Estimated yp Surface Area "Redline" Structure Date (Clay,Synthetic, Capacity (Square Feet) (Inches) Name Built Unknown) (Cubic Feet) 19.50 #1 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: 1. The mo regmt Waste Utilization Plan(WUP),s ,ned b� the wn r and a&Lrtified technical si�ecialis,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example:irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7. Lagoonistorage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. S. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g.composting,digesters,waste transfers,etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. if all required parts of this application are no I understand that, t 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 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Name: ow6u� Q l Title: Signature: ==_ Date: Name: _ — — Title: Signature: - Date: Name: — — _ — — Title: _ Signature: — — — — — — — Date: 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:2019PermitRenewal@ncdenr.gov 2 `1019 FORM: RENEWAL-STATE GENERAL 02/2019 +"SrAT�o ROY COOPERcovemor Mem ftry BEGAN MAR 2 5 2019 LINDA CULPEPPER ` Dirmor NORTH CAROLINA 4�vg Environmental QualityAdgkom lwQuak %cft S Douglas Herring February 27,2019 Doug Herring Farm 516 Woodland Church Rd Albertson,NC 28508 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available at htt s:/dec.nc.a v/a out/divisionc/water resources/water u its-re ion 1-0_erations/afo or by writing or calling: K1�1--gip NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 In order to as ure ur contin ed cover a under th State Non-Discharge General Permits v u mu s bmit an lic tion for ermit vera e t the Divi ion. En losed vo will fm a "Re est for Certificate of Cover a Facu Cturentl Covered by an R� State Non-Dischar a General Permit." The lication form m st a co leted i n d and re Please note that you must include one 111, c v of the Certified Animal Waste Mana ement Plan CA with th ed b AA rili� com leted and s' ned a application form. lication form. A list of items included in the CA WMP can be found on e 2 f the renew Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation. of NCGS 143-215.1 and could result in assessments of civil penalties of up to$25,000 per day. If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Sincerely, Jon Risgaard,Section Chief Animal Feeding Operations and Groundwater Section Enclosures cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section Du lin County Soil and Water C-onservaden District AFOG Section Central Files-AWS3 00428 Unhv-Brown LLC NoRh Carolina Depart+neat of fnvuronrnentar Quality 512 Ditisioa of Water Resources N.Salsbury--�- +Y St 1&3S Mail Sertrioe Center Bak e,North Carolim 2is99-iB86 919-707.80D0 OPERATION & MAINTENANCE PLAN Proper lagoon 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 a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter / early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated 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 fertilized 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, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes MAR 2 5 2p19 2 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 overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare `soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least. two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. 4 Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment --look for: 1. settlement, cracking, or"jug" holes 2. side slope stability--slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and,should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps --check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of 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 repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. ® Surface water diversion features are designed to carry a# 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 3 ® Practice water conservation leaking waterers, broken - minimize building water usage and spillage from water conservation. pipes and washdown through proper maintenance and ® Minimize feed wastage and the amount of solids entering thellagoonin p kee g feeders adjusted. This will reduce Management: ® Maintain lagoon liquid level between the temporary storage level. e permanent storage level and the full ® Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (Figure 2-1). ® Start irrigating at the earliest moisture so that tempora summer thunderstorm possible date in the spring based on ry storage will be maximized for the requirements and soil ent the season irrigate in the l Provide maximum la Similarly ate summer / early fall to goon storage for the winter. ® The lagoon liquid level should never be closer than 1 dam or embankment. foot to the lowest point of the ® Don not um g pump the lagoon liquid level lower than the YOU are removing sludge. permanent storage level unless ° Locate float pump intakes a as far away from the drainpippproxim e inle s as Possible. 8 inches underneath the liquid surface and possible. ® Prevent additions of bedding feed, plastic Syringes, or other ore gn teriaImateralstemme in o the forage or vegetation, molded ® lagoon. Frequently removey are in solids fro wherever the basins at end of confinement houses or stalled. m catch ® Maintain strict vegetation, rodent, and varmint control n ® Do not allow trees or large bushes to grow on la ear lagoon edges. ° Remove sludge from the lagoon either whengoon dam or embankment. before it fills 50 percent of the permanent storage volume. storag a capacity is full or m If animal production is to be terminated, the owner is implementinga closure Ian to eliminate the p responsible for obtaining and Sludge possibility of a pollutant discharge. g Removal: Rate of lagoon sludge buildup can be reduced by: 5 ® proper lagoon sizing, ® mechanical solids separation of flushed waste, o gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: ® have more nutrients, ® have more odor, and ® require more land to properly use the nutrients. Removal techniques: ® Hire a custom applicator. ® Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large - bore sprinkler irrigation system onto nearby cropland; and soil incorporate. ® Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; .allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to-that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing. sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to 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 phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. 6 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 transect perpendicular to the direction of pull. . Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all 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 1 CARRO Lj S FOODS, WARSgw P. Q Drawer 856 I llNq 28398 FgClLr Ty p�S��N A tNgsT�Mq ND` NgGe T P BAN FARM NAME OR /Y �MgER FARM Des PT®oN �s CRI � �� r LOCAT w v SON � s j AV CpMpgNY FARM CONTRACT GROW ER - �5 Q• Lr ;frator:STEVE HERRING County: DUPLIN Date: 05/21/92 Distance to nearest residence (other than owner) : 0.0 feet .1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 0 head (finishing only) x 135 lbs. = 0 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 1776 head (wean to feeder) x 30 lbs. = 53280 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 53280 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 53280 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 53280 cubic feet {. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet ; "Owner requests no sludge storage. Sludge will be removed as needed." 4. TOTAL DESIGN VOLUME Inside top length 130.0 feet Inside top width 125.0 feet Top of dike at elevation 55.7 feet Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 54.7 feet Bottom of lagoon elevation 44.7 feet Seasonal high water table elevation LfS.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH - 3.0 3.0 3.0 3.0 124.0 119.0 10.0 AREA OF TOP LENGTH * WIDTH = 124.0 119-.0 14756.0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 64.0 59.0 3776.0 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 94.0 89.0 33464.0 (AREA OF MIDSECTION * 4) CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 14756.0 33464.0 3776.0 1.7 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 86660 CU. FT. 7- TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 130.0 125.0 16250.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 16250.0 square feet Design temporary storage period to be 180 days. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 53280 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 13011 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 = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet ��. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 9479.2 cubic feet ED. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 10156.3 cubic feet- TOTAL REQUIRED TEMPORARy STORAGE 5A. 13011 cubic ubic feet 5C. 0 cubic feet 9479 cubic feet 5D. 10156 cubic feet TOTAL 32647 cubic feet • SUMMARY Total required volume 85927 cubic feet Total design volume avail. 86660 cubic feet Min, req. t treatmen volume - plus At elev. sludge accumulation " 53280 cubic feet 52.1 feet Volume is 53348 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 76504 cubic feet At elev. 54.0 feet ; Volume is 76409 cubic feet (start pumping) Seasonal high water table elevation DESIGNED gy; ��'•��� APPROVED BY: feet B� DATE: �'al` � - ----- --- DATE: > /z717 2- NOTE: SEE ATTACHED WASTE UTILIZATION PLAN Owners name--:STEVE HERRING County:DUPLIN I Mail Address-:PINK HILL Type of production unit----:WEAN-FEEDER Type of waste facility-----:Anaerobic Lagoon Your animal waste management facility has been designed for a given storage capacity. When the waste reaches the designed level, it must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops on 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 and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates and leaching potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements may be more or less based on the waste analysis report from your waste management facility. The design of your waste management facility is based on the following: Amount of Waste Produced Per Year: ---------------------------------- 1776 animals x 0.4 tons waste/animal/yr= 750 tons total waste Page 2 Amount of Plant Available Nitrogen Produced Per Year: ----------------------------------------------------- 1776 animals x 0.48 lbs. N/animal/year = 852 lbs./yr Available N 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. Your facility is designed for 180 days of storage. Therefore, it will need to be pumped every 6 months. Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to No. No. Type Code Per Ac. Used Apply ----- ----- ----- ----- ----- ----- ----- ----- ------ 6581 1 BnB,AuB 3 4 Tons 200 24.9 4980 F-MAY,S-N Total 24.9 4980 Available Nitrogen 852 Surplus Or Deficit -4128 Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda 5=Control Grazed Bermuda; 6=Hayland Bermuda Narrative of Operation: ----------------------- Call the Soil and Water Conservation District Office after you receive waste analysis report to obtain the amount per acre to apply and the irrigation application rate prior o ap lying waste. a,�� Prepared by: 4M _ V` - a S- b. i Name Title Date r Concurred in by: 5 -4� 6+ OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment with minimum odor control. The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations, and the amount of fresh water added to the system. 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 to crops. from the field or damage The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre- charged to 1/2 its capacity to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. solids should be covered with effluent at all times. 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 54.0 as marked by permanent markers. Stop p ump-out when n 52 the fluid level reaches elevatio .1 or before fluid depth less than 6 feet deep (this prevents the loss of favorable bacteria) . 4• The recommended maximum amount to apply per irrigation is one (1) 'inch and the recommended maximum application rate is 0.4 inch per hour. S. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6• Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the outlets. lagoon to stable S. 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. 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. within the area of the foundation of the embtumps ill be removed and all excavated areas. All stumps and roots mentexce n one inch in diameter shall be removed to a minimum depth of gone (1) foot. Satisfactoryp p (1) foundation area shalllbeo loosened lthoroughly before made of all debris. embankment material. The Placement of Cut-off Trench: --------------- A cut-Off trench (when specified) shall be installed as shown in the plans. C Construction:* W N LT_o To ai, LINED Construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations require prior approval from this will of the SCS. in standing water and reasonable compactionlofs the lfills not bshall be Placed performed .by the Of equipment _ foot Placement. The embankment of tagoono shall ebe installed oller during the more impervious materials. Construction of fill heights shall include ten 10 g when areas of unsuitable materfor iallaren - Topotect against seepage, be excavated a minimum of one encountered, they will need to compacted with a suitable material foot below grade and backfilled and investigation information in the (ie-CL,SC,CH) . Refer to the soils Precautions should be taken during lconstructans for ionito al considerations. Prevent excessive erosion and sedimentation. Vegetation: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as construction. soon as possible after 1, uti1 owoai balancing Itsrc;lting to �r��•LL.:t7illl : g within 10. 0 cubic yards. , , delta 0. 00 Cut Fill -3 . 00 945 . 67 6648. 67 CUT - FILL -2 . 64 286 . 64 -5702 . 99 2480. 63 2088. 92 r -2 . 63 2449. 77 775 . 71 2465 . 41 30. 85 2465 . 55 Lower "Proposed" b -0. 14 Y 2 . 63 feet. New surface 'called "Balanced" has been created. Project : STEVE HERRING Drawing: SHT 3 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared_by: -_using_Sitework r ..3Cd EXiL _...Lng Cut ; Tight Vol,ume.a�� Expansion $ 573 . Expanded Volumes Fill : 0. 00 573 . 13 1 . 00 20. 00 1. 19 ----------------- Difference: 572 . 13 ------- All volumes are in cubic yards . Net Export : 571 . 94 Grid cell size : 5 . 94 by 5 . 97 Original scale: 100. 00f.t/in Project : STEVE HERRING Drawing: sht 2 Number: Location: Bid Date: Engineer: Owner : Estimator: Prepared by: using Sitework 0A U0JA , T7� Fl CAL VI r--WOF A <vME GTAGE L- A6 00N .SY5TEM tNY�Rr ap PIP1 72vrAL L)ES IG K1 ELF✓ATI 4t�1 bUIL OUV& -TOP WITH 11 -SIT LIEVRTIDN T �r. f-ATMIrI`I P!PE LAO OOhi '00TTOM EL EVA-r w- Prdposrd 68.00 ................................ ........ ......... ......... ............ 6B.00 .......... . ..... ....... 11. .......... ..... .......... .. ........................................................................................................... .................... ......... ......... I I I I I 54.80 ............................................................. ..... ............. ..................................... ........................................................................... ................................i......... .................................................. ......... I r52.0 0 ........................................................................... ..... ..... ................... ................ .......... 60.00 ........................................................................................ % I.................. .. ........... 419.00 ..............................................................................................................% .................................................................................. 46.00 (369-39,391.76) <151.63> STEVE HERRING: sFit 2 07 MAY 92 1:38 PM Standard Peri rt,r ................................. ........ .................... ............................................ ................................................................. ................ ........................................... 0 0 UA �lev, ........................................................ .............................................................. .......................................... .............. ..... ....... .... ..... ........ ..... .. .. ... Plot of all data for the surface: Existing Project: STEVE HERRING t a Plot ssht a Number: Location: Bid Date: Engineer: Owner: Estimator: d bu: u Prepare wing Sitawark Standard P i ter f� ............ .... ........ ........ ........ .......9....... .................................................. ox ............ ..... J, 1 r ` A w�'6►ti ko #ow,, t/4 v. ................................................ q' ........... : c;5 9-t. ........................................................... Plot of all data for the surface: Proposed Project: Drawing STEVE HERRING ; sht 2 Number; Location: Bid bate; Engineer: Owner: Estimator: Prepared bB: uain S7 Sitawork 66.6A f 67.2A 66.30 CIE tse.10 )K 6B.i0 .30 53.00 )K 63.60 )K 53.90 F5=Zoom F10=Exit baglight i ter40 CIE 61.10 61.0@ J of all dat7sitework Exi: STEVE: SHT 3 n:eror: ared bg: 62.87 ............. P4.6-r 52.67 2.67 ............... 60.37 ........................................... ... .............................. .............. 65 67 :--44-67................. J ................................................ ............. ............................................................... ................ DaWlight i ter 48.07 Plot Of all data for tho surface: Balanced Project: STEVE HERRING Plot Projects t ct 0 STE da B V Ba lanced a E HERRING surraco, Drawing: SHT 3 Number: Location: Bid Date: 13 r- Engineer.: r Owner: Estimator: S. Prepared by: using Sit---rk 7 ............... ............... 156r6'7............ .. .................................. ................... ...................... .... ......................... .............................. Sr 67 144-67................... ....................................: .............................. .... .... .......................... ......... ... ......... ....\ ............... ................. DaUlight erimeter Plot of the C"t-Ir data for the surface: Balanced Project: S Drawing: TEVE HERRING wing: SHT 3 Number: Location, Bid. Date: Engineer: Owner: Estimator: Prepared by: using Sitawark Orientation: -46.0 Magnification: 9.3 r Inclination! 68.00 - 66.00 84.0g 62.0e �, 11 1 � � 1 48.00 / III 46.00 '`� ` •. 44.00 ••...� 111 II 1, III till III �1 Lower Left 3D Mesh Surface W D Mesh SurfaceBalanced: STEVE HERRING: SHT 3n:e::r:ed bg: using Sitawork •__ -.J_;ti�J_.�__ ...__ _ is - �.�_ __• _ '�—__�_—_ _ t _ - � -_... __ _. -. - -_ _- -_-'f--__.-- __ 1-•L~—�_j�._,1 r-1 —_ ._ _-fin-`_ I-7T'�� _ `fir=�1 ! I i, l� ���. y` •f I 1 i , , ! t I � , i i ( !, !' , I I_ 7 '.�,-=.t 1 i•"-•- 1'^ `` r-, '—L' _�`^�•L�{•`i-:t is�• .••t•i";t•-;�--Ir.,:;� _�- i .! r , ! 7 r , Hr _ _ I '+ ., _: ''s?:�j-�-� f•: fix=:�•.:. �.'_"`.:�.��,�_: •�--�--� `- � ! .. r��. -� �• ! 1 I r r ,• -r- F. - -Y• :T-;.fL 2 r�!.�}..•.` mot-+�_ �� { ��' Ell, "f f + , - 1 / 'i F ` 'f •�� 1 - _f..l.[ .1` 5.y !,i"—�.j— • t' :~�! ( r._� T.. `[� .}:•:t ;'} _I I ,t e--t:,L-� .; i r�`� 'r� ::�j• , ,�k-• .1 ., -''" +--r ...�'•' ���'r .�'-" ', i r: t' f.I-.r.•' w" •'-! •{ �•�'1 �� 1 i 1 f � +.� I � i I�'1 .i. ! r 1 >•.1 �i-f. 1 r.:.'. : 71 �T_'• �f'. , ��,^ t' , r,..l: '�1 k 1 I •r•-f r n � J 1 r r•t _ � t -f :•! -/ }-1�;1 1.� � � r 1 tr r.F; �. ° -- � ;' 11 1• -, � �-1--� f ! +. ~ F� IT, , � r I -[ �1:. ! J I' t.l i t' I I F,�. -! r p >�'��, ;.� � + _. � I•/ f !. r� + 11 ( 1 , i 1 r ! �= f 1 I j r + 1 1 -�' -•L'�.t-` i- •�'•.-��1 . .•;-f• r ,. t / :-f.r. 1 I -f'-r t 1 ! f 1 t d i 1 '+�,! , r , + f ! r 1 I�r t�! I i I 7 , - I - �-i.• < ! ,'-- •~�f +1~ r !- t i I ;-. -1 ��! ! h ! {..+ ,'+1- I 1 , r r ' l' I ! r - —'_-�-j I , ! I 1 t -L' t rl-�r r 1 , r .•F•r.a.�.��-- '_ . r , r- (_t ,• , �r + 1 1 f t i,� 1 .� I fl , ! 1��'1�F � •. 1I , L1. f� ' i • ! ► f1 ' ilrr II 1I : i1 1 '~•lam.�--- •• , ' ` `� � .1 t., � .,���' I r 1 t i I ti` , r � '�• I 1 �. I I I t 1 r i .t --_...-.'-�+f_.S�•_— __�'—a._ -sir _ _ - r t ~1 -�_._�_� „'1�_ll •' /��,- •r ~�- r+..•_� ` ., }�F ` 7- ://i�G/� _---� --T—'=—� `� VA 't - sJ •-r �if'�—_1_,'. _ f r` ' , , r ' • 't , , t I ` �.1 r I`'�!'-� � .I ' � 1-! r ' —t I r 1 1 ' 1 r r r.r r:a: ;. I• + r r r j 1 t r , � + � 1 r i , ' I�� r t I 1 1 , I I -'_'��; , I tl I I I i ,- +-�.�I ! r I 1 r 1 ' f i 1 ~I-C•--- ' ! : 1 1 , • , 1 ' ; ; t_- � + IS , 1 { ! 1 � � I 1 ! r i t t � �� I ' t l r + f' 1 ! + 1. i 1�,1: I I ,� , I !! r Ir 1 l 3 � Jn�ted States j Department of Soil i Agriculture Conservation "- Service P. 0, BOX 277 --------- --------------------- KENANSVILLE,TELEPHONE NC 28349------------ ----- 919-296-2121 WASTE MANAGEMENT FACILITY SITE EVALUATION AND `MANAGEMENT PLAN T0: PRODUCER S' LOCATION OF SITE Q 0 SIZE OF PROPOSED OPERATION �' 8b'v N„ � lbert ay IS SOIL SUITABLE FOR LAGOON? YES _/ NO DISTANCE FROM THE LAGOON SITE SOIL CLASS. TENANT TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS NUMBER OF HOUSES WITH ~� IN 2000 FEET OF LAGOON SITE ACREAGE/CROP REQUIRED TO. PUMp EFFLUENT DOES LANDOWNER � ` C HAVE ENOUGH ACREAGE YES � IF N0, DOES LANDOWNER HAVE NO ACCESS TO MORE ACREAGE? YES WILL FACILITY INVOLVE ALTERING WETLANDS? NO IF THE ABOVE QUESTION NO WETLANDS YES NO HEREBY ADVISED THAT THIS CONSTRUCTION IS CHECKED ^ ENGINEERS. IT IS THE LANDOWNERS MAY REQUIRE PERMITS^FROMETHENARMY WNEk IS NECESSARY AND TO OBTAIN THE RESPONSIBILITY DUPLIN COUNTY IS: REQUIRED PERMITS. TO DETERMINE IF PERMITS AREA OF THE ARMY CORP kEPRESENTATIVE FOR JEFF RIGHTER, US ARMY CORP OF ENGINEERS P. 0. BOX 1890 WILMINGTON, NC 28402 TELEPHONE 919-251-4636 AFFECT THE LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCATION DOES SITE MEET •SCS OF THIS FACILITY. LOCAL OR STATE ZONING ORDINANCES OF FOR WASTE TREATMENT ADDITIONAL COMMENTS o �` r FACILITIES? YES'1E c� 11 � 7�l � a �,• r �� No l Decal a rux, O TDB ucrri,� THIS APPROV�L IS VALID FOR 1 ° c a fro n o 4{ . COMPLETED WITHIN J� ASSURE COMP THIS PERIODOSITES FROM THE DATE SIGNED. r�IIFeDESIG Hof �titibl� o" Ii LIANCE WITH WILL BE RE—EVALUATED N HAS HOT BEEN RESIDENCE OTHER THAN SCS STANDARDS. LAG00 AT THE TIME TenSoeConservationge,�;Ce APPLICANT'S AT N WILL HAVE TO OF DESIGN TO agency ofthe TIME OF DESIGN. BE 750 FEET FROM ANY -J Cepertment of AgricuRtxe SIGNATURE DATE -- 6_ q - � rYY( t I•v.*• r'. .- ♦ l Y°t'�GG'•.a v� �� .z fig. S `R`�g �s vP}i. JI'. ��„�'g;• � _ G;l4 n S od '7.hF a••ctE'j so r� '� e ' � 4 `71��.• ... <- ..�,'. _�.:`�r.�..s ��•1�!\. �. F,''�'�-- l�\S s:•x $ ;.�`r �dt 1��. Y 9- �,,�X••fit,;• �t. � � �rF� .., � T°az 3k5s x t r¢ /•, a,- .. . '], y.., rya •R -=d- : }' ''J�i f .f S •2 6+T� � `$ � �-yy 4 la• 1` t• a� - �. � .. -1 .ry °1 l'�S6s" `�"1 lei 7, �`6'•y�$F s••r �r��*,/�� eP� .. .b� -}„#M... .�� e� _ + .� ^Wt.� 1•`� ..,'a"�t -^.r k.�" :_' 39<�� 4I-T. 'R Y y ti ^� a S.i ✓^F 1e t t s r --. fz5 ., �u y.rR.d. ��� a upslr° �.'. ' its �e:• t` s 'x alqt, s 7%fXAs lu -. 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Tom-[�- :' �sj"��' �_`_r'L"rr"e •,` •'�� `�`Fr. ,ice -.,!„J f,� �•�y'' - - �� _•:y A �^.�'w, 3 �� � r '.a. �y+:�.j;y., �+ � .- � `try..._ •, iv= ��, ��� f•. f 4J.�."�•l��.w� �j�T�„ Y.� -_:%'I �r- � - •• - �- ,�:�.''-�'`^�3K'�� +!:t-3J17.. i t J•(_L �r /� �._ Lox�i$ '� -i`.. .�,�-`��.' •. "_,�: _ �r,,,, "�^; y� '`�,k.�:i � %.l' 9T- rt�'�h,. ~ / Fa'Y- /�•'iEi - r�-!. 1. y y ~ lk• .r •` '(� C�'_'9C_•..,a�„��y:, .Li:t"�'i�:.r I:" ��• �� r ',;��r ! �_•.n�;��' ;fit ,y t ;s"' d s+ � .'. � Y J- '�`_ -�' �::�• �sue' ��.j � J *�• i ,s �'', Y�r.. mail Version—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 Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table.Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. 17771 Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. ® A composting system approved and permitted by the NC Department of Agriculture&Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional rprluirements must be met and a permit is required from NC DEQ. a 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). aMass 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 ditional temporary procedures or measures for disposal according to G.S. 106-399.4. )A-, -f9 ature of Farm Owner/Manager Date Iq Signature of Technical Specialist Date SWWE°FARM 1NASTE.11/IANAGEMENT ODOR CONTROL CHECKLIST` Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production ( getative or wooded buffers; ( Recommended best management practices; food judgment and common sense Animal body surfaces Dirty manure-covered animals (.-dry floors Floor surfaces Wet manure-covered floors ( lotted floors; w1walterers located over slotted floors; () Feeders at high and of solid floors; ()Scrape manure buildup from floors; (441n-derfloor ventilation for drying Manure collection pits Urine ("Frequent manure removal by flush,pit re arge,or scrape Parital rnicorbial decomposition ( nderfloor ventilation Ventilation exhaust fans Volatile gases; (y fa aintenance;— Dust ()`Efficiept air movement Indoor surfaces Dust (--)'+fVashdown between groups of animals — ()Feed additives; ()Feeder covers; ()Feed delivery downspout extenders to feeder covers Rush tanks Agitation of recycled lagoon O Flush tank covers — — liquid whiles tanks are filling () Extend fill lines to near bottom of tanks with anti-siphon vents Flush alleys Agitation during wastewater - - - 1derfloor flush with underfloor — conveyanance ventilation Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of liquid while pits are filling .pits with anti-siphon vents Lift stations Agitation during sump tank filling — _ ()Sump tank covers and drawdown Outside drain collection Agitation during wastewater — (1Box 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 - ( roper lagoon liquid capacity — Biological mixing ( CCo-rrect lagoon startup procedures Agitation (-i 16inimum surface area-to-volume ratio (+fVrimmum agitation when pumping ()Mechanical aeration {) Proven biological additives Irrigation sprinkler nozzles High pressure agitation ( rrigate on dry days with little or no wind Wind diaft ( 1 -mum recommended operation pressure Pump intake near lagoon liquid surface () Pump from second-stage lagoon "AMOC--November 11, 1996 J Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading — —4 surface Mixing while filling ()Tank covers Agitation when emptying () Basin surface mats of solids () Proven biological additives or oxidants Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying () Remove settled solids regularly Manure, slurry or sludge Agitation when spreading W� it injection of slurry/sludges — �— spreader outlets Volatile gas emissions (rf'Wash residual manure from spreader after use _ () Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying (. I infection of slurry/sludges or sludge on field surfaces (�'S�'I incorporation within 48 hours ('Spread in thin uniform layers for rapid drying ()Pro an biological additives or oxidants Dead animals Carcass decomposition roper disposition of carcasses — �— Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits pits () Proper location/construction of disposal pits Incinerators Incomplete combustion ()Secondary stack burners Standing water around Improper drainage { rode and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter \Manure tracked onto public Poorly maintained access roads (warm access road maintenance _-roads from farm access Additional Information: Available From: Swine Manure Management;0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-Coun1V Extension Center Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 Calibration of Manure an NCSU-BAE d Wastewater Application Equipment; EBAE Fact Sheet Controlling Odors from Swine Buildings;PIH-33 NCSU BAE Environmental Assuranc Program: NPPC Manual NCSU-Swine Extension Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Produces Assoc NCU Agri unications Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Coopeorative 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 revi-wed with me. wn Signature) AMOC--November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids ( ush system is designed and operated sufficiently to remove accumulated soilds from gutters as designed. () Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (.)Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30%of surface. Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage () Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. () Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues ( 1 Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment(e.g., covered bin for brewer's grain and similar high moisture grain products). ( ) Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. 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 and disturbance by animals is minimal. ( 1 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--November 11, 1996 s a Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day Systems interval during summer; 15-30 days interval during winter) where manure is loaded for land application or disposal. () Provide for adequate drainage around manure stockpiles. 1 ) Inspect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked (pertain to this operation. The landowner/integrator agrees to use sound judgment in applying insect control measures as practical. certify the aforementioned insect control Best Management Practices have been reviewed with me. ��16r ' nature) (Farm N e) (Facility Number) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC--November 11, 1996 r oIV,S, car Q�r+o EMER ?,N,,OF vvarER PHONE NU �'LA1V 801Y QUAL17-y MBERS NA T Rq� wA ER�DEA4NET SF U WQ) CCOPERATR��O�RCES CEpRNSA TIpN D S (FINIS) This 7ERSION SERVVATI rRICT (Sy�CO) (9j p)3g °verfolan will be i CE CE SERVICE p129.5 Q Or le Wrn9 or r ►implemented i ES) (NRCS) (91'0)29 6-2 6 effort t e You Pro nnrng off shun the event t (910)29 6 212' location for tha rty to does ideYOu should no asses from your (91 p12gs 214 1 take, or all emplo this at the rhat You t Wait until t Operation are "making 3 Yees t ha have tr/ was trOn lea . 7 Stop the rule a facility, The f ollow n s Ou Problem. e ''ou shoulp rface wagers Possible. 9 are so Posted i make ev ase °f was ery me action items You access A Suggested resPons�s pending on t Lagoon should overfloyv_ to s°me posy bb�P o�In, this maY ore Possible a' solutions ems are listed be/vaY not be b Addpum soil to are; o. C. • StP all ast setO fief increase eleva . on e• all a Pumpflown to the lagoon n acceptableof dam. Make sure nog contractor.n r'nmediatel rate' B' Runoffstrface w Y• fro � ..�' Water is '� haste entering a. l application lagoon. mrnedia on field- actions/create telmstop haste a actions include; d. Ev °rpo a to wuateas arY de to ivers oPlication. e. Evaluate ate n elirminate duce runoff. waste, C. Leak from application rates for- he that cause Leakage Stop the waste Pipes and fields where the runoff a. pi b. Stop e. Ycle pump. sPrinklers_ac °ccurred C. Close valvesg trot PUMP Lion include; m D d. Repair all lks p o'hate further Leakage from flush s r to restartin Pumps. a. stop b. St P ecycle Pump,systems, houses, solid.se c• Irrigation Parators_aC d. Stop all fl sihon Occ Lion include; E. ows in urs. Leaks the house, flush 9e from ssystems, to flouting lea base or or soli .', ks-Possible action: lagoon. p d separators• seepage Dig small sump or Often this is see t rn ditch Page as holes and cC' Have are caused bersib a Aurmi�the embankn�e Opposed bottm as Profess anal ea clay tYPvvie animas tg back to ocatch all valua soil. on ap or remove animals on as possible to the condition animals an Of the side fill 7 e walls and lagoon 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 (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 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: �ml M b. Contractors Address: _�Jva Z_ 5 f 37& �u N 3� c. Contractors Phone: / -L1_ L6 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: �l b. Phone: g -— 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 �..--�'pp•� A`"►'_ ro �, :fir` -J�+r Sir.�'r x er":�'"9°. x'; rn" d' .. "�,.f�r.G�F a+; r r,y� ld�c yr r j.a ,rrP ia•. j�7 Mrs `b[y § sr p l rt � Ufa b ^� kvSt� � p .B• �{ rvf�f•_r�rr° '�'.N� � ri r. t� •-1,�i �5`.�"�t-�r 1••t,;yfs-`,�-_r +' _ ,- L} �:,� g}'!{�. _ '"'` w ry�^`it",c J,���.... r'' �' , i2sry� �b�, k.. ,]� `L ti5• ,,,.��",:�. •,•.='rsry�Y�•s�;;ry"'..,`+�.-C'��:�'� k���,-6.�}. =:+ A f�� t` ���r �l - 1 y y t ? a {rrar a rA} 1+j .. 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Z 19 2508 LM I dal 1 • it xr Ow,+i L�li / + + ^ o..�lh 0 ♦ LZ S 0,."°' is ssroo• op' � •s n Nutrient-Management Plan For Animal Waste IJtiIizati®n 02-01-2013 This plan has been prepared for: This plan has been developed b Doug He"17'2g Farm31428 Doug Herring Billy W Houston 516 Woodland Church Rd Duplin Soil& Dater Conservation Albertson, NC 28508 252-568-3204 Kenansville, NC 28349 910-296-2120 Developer Signature Type of Plane_ Nutrient Management with Manure Only OWner/Alanager/Producer Agreement I(we) understand and agree to the specifications and the operation and nutrient management plan which includes an animal utilization plan for the f maintenance procedures established in this named above.I have read Specifications cone•ning animal waste management that are included waste and understand the Required uded with this plan. an, e Sigma e r I ZG'1 Date e ana or producer) 1 1 Z i- 3 This plan meets the minimum Agriculture standards and specifications of the U.S.l)e -Natural Resources Conservation Service or the standard of practices of a by the Soil and Water Conservation Commission. practices adopted Plan Approved Py: '. � Tecluucal Specialist Signature z O 3 Date 453715 Database Version 3.1 - -— Date Printed: 02-01-2013 Cover Page 1 e Narrative Revised Wetted Acres Footprint To Show Cadmad 3250XL Being Used(Pulnping Done By Scott Britt) 453715 Database Version 3.1 Date Printed: 02-01-2013 Narrative Page 1 of 1 c _ Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S5 Swine Nursery Lagoon Liquid waste generated 339,216 gals/year by a 1,776 animal Swine Nursery Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 781 Incorporated 1342 Injected 1478 Irrigated 849 Max. Avail. Actual PAN PAN Surplus/Iff ume Surplus/ PAN(lbs) Applied(lbs) Deficit(lbs) cit(Gallons) Year 1 849 1643 -794 -316,955 Year 2 849 970 -121 -48,115 Year 3 849 1671 -822 -328,395 Note: In source ID, S means standard source,U means user defined source. Max. Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this sourc 453715 Database Version 3.1 Date Printed: 02-01-2013 Source Page 1 of 1 6 � The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index(LI) and the )osphorous Loss Assessment Tool(PLAT) Rating are also provided for each field, where available. If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receiveno additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High. Planned Crops Summary Total I I seable Plat P205 Tract Field Acres Acres Rating LI Soil Series Removal Applied Crop Sequence _ _ RYE Obs/acre) abslacre) 5074 P#1 7.16 7.16 Unknown N/A Au M61le Wheat,Grain 45 bu 23 N/A Soybeans,Manured,Double Crop 25 bu. 20 N/A Sorghum,Grain 40 CWT 30 N/A Com,Grain 85 bu. 37 N/A 5074 P#2 2.2 2.20 Unknown N/A Autryville Small Grain Overseed 1.0 Tons 15 N/A PLAN TOTALS: 9.36 9.36 Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A LIMleaching Potential Leaclzin_� Technical Guidance <2 ntial to contribute to soluble None eaching below the root zone. �-2& Moderate potential to contribute to Nutrient Management(590)should be planned. <-10 utrient leaching below the . ential to contribute to Nutrient Management(590)should be planned. Other conservation practices that utrient leaching below the improve the soils available water holding capacity and improve nutrient use efficiency > 10 root zone. should be considered. Examples are Cover Crops(340)to scavenge nutrients, Sod Based Rotations(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(3 93)and Riparian Forest Buffers(391). PLAT Index Rating P Management Recommendation 0-25 Low No adjustment needed;N based application 25-50 Medium No adjustment needed;N based application 51- 100 High Application limited to crop P removal > 100 Very High Starter P application only 453715 Database Version 3.1 Date Printed 2/1/2013 PCs Page 1 of 1 NOTE: Symbol*means user entered data The W w' Utilization table shown below summarizes the waste utilization piL._.Abr this operation. This plan provides an estimate of the number of ages of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and' proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by products,.commercial fertilizer and residual fromprevious crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order,to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table _ Year 1 Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid PA Fert (lbs/A) PA ManureA Manure Manure Manure Nutrient Nutrient Nutrient pplied Applied Applied Applied Read Applied Applied (acre) (acre) (Field) (Field) (1bs/A) (lbs/A) (lbsIA) Source Total Use. Applic. Applic. 1000 Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons 5074 1 P#1 SS Autryville 7.16 7.16 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 148.72 0.00 5074 P#1 S5 Autryville 7.16 7.16 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Ir ig. 100 39.94 0.00 286.00 0.00 5074 P42 S5 Autryville 2.20 2.20 Small Gram Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 43.94 0.00 5074 P#2 SS Autryville 2.20 2.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 80.69 0.00 177.51 0.00 Total Applied,1000 gallons 656.17 Total Produced,1000 gallons 339.22 Balance,1000 gallons -316.96 Total Applied,tons 0.00 Total Produced,tons 0.00 Balance,tons 0.00 Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data. 453715 Database Version 3.1 Date Printed: 2/1/2013 WUT Page 1 of 3 Waste Utl 'ion Table iYear 2 Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid- PA Felt (lbs/A) PA ManureA Manure Manure Manure Nutrient Nutrient Nutrient pplied Applied Applied Applied Req'd Applied Applied (acre) (acre) (Field) (Field) Obs/A). abs/A) (1bs/A) Source Total use. Applic. Applic. 1000 Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons 5074 P#1 S5 kuyville 7.16 7.16 Sorghum,Grain 40 CWT 3/15-8/31 78 0 20 Irrig. 58 t23.17 165.88 0.00 5074 P#2 S5 Autryville 2.20 2.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 43.94 0.00 5074 P#2 S5 Autryville 2.20 2.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 177.51 0.00 Total Applied,1000 gallons 387.33 Total Produced,1000 gallons 339.22 Balance,1000 gallons -48.12 Total Applied,tons 0.00 Total Produced,tons 0.00 Balance,tons 0.00 Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data. 453715 Database Version 3.1 Date Printed: 2/1/2013 WUT Page 2 Of 3 Waste I , atiom Table Year 3 Nitrogen Comm. Res,. Manure Liquid Solid L quid Solid PA Felt OWA) PA ManureA Manure Manure Manure Nutrient Nutrient Nutrient pplied Applied Applied Applie,¢ Read Applied Applied (acre) (acre) (Field) (Field) (1bs/A) abs/A) (lbslA) Source Total Use. APplic Applic. 1000 Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons 5074 P#1 S5 Autryville 7.16 7.16 kheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 148.72 0.00 5074 P#1 S5 Autryville 7.16 7.16 Corn,Crain 85 bu. 2/15-6/30 104 0 0 Irrig. 104 41.54 0.00 297.44 0.00 5074 P#2 S5 Autryville 2.20 2.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 43.94 0.00 5074 P#2T85 Autryville 2.20 2.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.69 0.00 177.51 0.00 Total Applied,1000 gallons 667.61 Total Produced,1000 gallons 339.22 Balance,1000 gallons 328.40 Total Applied,tons 0.00 Total Produced,tons 0.00 Balance,tons 0.00 Notes: 1. In the tract column,---symbol means leased, otherwise,owned. 2. Symbol*means user entered data. 453715 Database Version 3.1 Date Printed: 2/1/2013 WUT Page 3 of 3 9 The Irrigation Application F actors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in ?runoff. This table provides the maximum application rate per hour that maybe applied to each field selected to receive wastewater. It also lists the maximum application amount that each field rnay receive in any one application event. Irrigation Application Factors Applic atio n Rate Application Amount Tract Field Soil Series (inches/hour) (inches) 5074 P#1 Autryville 0.60 1.0 5074 P#2 Autryville 0.60 1.0 453715 Database Version 3.1 Date Printed 2/1/2013 IAF Page 1 of 1 NOTE: Symbol means user entered data e ' The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown,their nutrient requirements and soil test-results. The quantity-of nutrient supplied by each source is also identified. The total-quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be litnited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations, additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen. Nutrient Management Recommendations Test YEAR 0 N P205 K20 Mg Mn Zn Cu Lime (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A) Tract Field 5074 P#1 Req'd Nutrients 104 0 0 0 0 0 0 0 Acres App.Period 7.16 9/1-4/30 Supplied By: CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0 Commercial 0 0 0 0 0 0 0 0 Soil Series Autryville Residual 0 0 0 0 0 0 0 0 RYE I Sample Date Elbh/ua] 01-23-12 Manure 104 57 142 13 1P Removal 'Rating L nknown BALANCE 0 57 142 13 1 2 0 0 NOTE: Symbol*means user entered data. 453715 Database Version 3.1 Date Printed: 2/1/2013 NMR Page 1 of 4 Nutrient Management Recommendations Test YEAR 1 _ - N q(Ibs/A) q/At Mg Mn Zn Cu Lime (lbs/A) s/A) (lbs/A) (lbs/A) (lbs/A) (tons/A) Tract Field 5074 P#1 Req'd Nutrients 100 0 0 0 0 0 Acres App.Period 7.16 4/1-9/15 Supplied By: CROP Soybeans,Manured, Starter -0 0 0 0 0 0 0 0 Double Crop Commercial 0 0 0 0 01 0 0 0 Soil Series Autryville Residual 0 0 0 0 0 0 0 0 RYEJ Sample Date- 25 bu. 01-23-12 Manure 100 55 137 12 0 2 0 0 P Removal I Rating 20 lbs/ac. Unknown BALANCE 0 551 137 12 0 2 0 0 NOTE: Symbol*means user entered data. 453715 Database Version 3.1 Date Printed: 2/1/2013 NMR Page 2 of 4 o ' l Nutrient Management Recommendations Test 1 � 2 -- - --- -- --__ -- . 5F�AR NP20 ) Mg Mn Zn Cu Lime (lbs/A) (lbs/A (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A) Tract I Field 5074 P#1 Req'd Nutrients 78 0 0 0 0 0 0 0 Acres App.Period 7.16 3/15-8/31 Supplied By: CROP Sorghum,Gram Starter 01 0 0 01 0 0 01 0 Commercial 01 0 0 01 0 0 01 0 Soil Series Autryville Residual 20 0 0 0 0 0 0 0 RYE I Sample Date 40 CWT 01-23-12 Manure 58 32 79 7 0 1 0 0 P Removal Rating 30 lbs/ac. jUnknown ABALANCE 0 32 79 7 0 i 0 0 NOTE: Symbol means user entered data. 453715 Database Version 3.1 Date Printed: 2/1/2013 NMR Page 3 of 4 Nutrient Management Recommendations Test YEAR 3 N P205 K20 Mg Mn Zn Cu Lime (lbs/A) (lbs/A) (lbs/A) (lbs/A) abs/A) (lbs/A) (lbs/A) (tDns/A) Tract Field 5074 P#1 Req'd Nutrients 104 0 0 0 0 0 0 0 Acres App.Period 7.16 2/15-6/30 Supplied By: CROP Corn,Grain Starter 0 0 0 0 0 0 D 0 Commercial 0 0 0 0 01 0 0 0 Soil Series Autryville Residual 0 0 0 0 0 0 0 0 RYE I Sample Date 85 bu. 01-23-12 Manure 104 57 142 13 1 2 0 0 P Rernoval Rating 371bs/ac. jUnknown BALANCE 0 57 142 13 1 2 0 0 NOTE: Symbol*lneans user entered data. 4°?715 Database Version 3.1 Date Printed: 2/1/2013 NMR Page 4 of 4 The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of copper or zinc. Fields that receive.manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc, we can predict life of the site for waste disposal. In addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production. Test Values Lime Recom. Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation 5074 P#1 Wheat,Grain 6.0 0.0 302 None 340 None 5074 P#1 Soybeans,Manured,Double Crop 6.0 0.0 302 None 340 None 5074 P#1 Sorghum,Grain 6.0 0.0 302 None 340 None 5074 P#1 Corn,Grain 6.0 0.0 302 None 340 None 453715 Database Version 3.1 Date Printed: 02-01-2013 STV Page 1 of 1 The following Lagoon S ludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization 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 stream and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Maximuln MaxinnunnSludge ---�-- - _ --- ---- __-- _ -- _--_--_ Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimuin Acres lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation Swine Nursery Lagoon Sludge-Standard Corn 120 bu 150 13.16 4.52 9.04 13.56 "T�y 6 ton R.Y.E. 300 26.32 2.26 4.52 6.78 soybean 40 bu 160 14.04 4.24 8.48 12.71 453715 Database Version 3.1 Date Printed: 02-01-2013 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate ofthenumber 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 app]ying 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 the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. va31 le e forage Ca)aci Source Name I Swine Nursery La go Li uid Design Storage Capacity(Days) Start Date 9/1 180 Plan Year _ Month Available Storage Capacity(Days) 1 1 180 1 2 180 1 3 180 1 4 180 1 5 180 1 6 180 1 7 180 1 8 180 1 9 180 1 10 158 1 11 133 1 12 107 2 1 85 2 2 66 2 3 118 2 4 155 2 5 180 2 6 180 2 7 180 2 8 180 2 9 160 2 10 138 2 11 113 2 12 87 3 1 65 3 2 110 453715 Database Version 3.1 Date Printed: 02-01-2013 Capacity Page 1 of 2 6 A�ailabl Waste Stora- Q aci Source Name Swine Nursery Lagoon Liquid Desi2 Storage Cali acity Start Date 9/1 (DIs)180Plan Year Month Available Storage Capacity(Da3 4 180 3 5 180 3 6 180 3 7 168 3 8 147 3 9 180 3 10 180 3 11 180 - - 3 12 _ 180 Available Storage Capacity is calculated as of the end of each month. i 453715 Database Version 3.1 Date Printed: 02-01-2013 Capacity Page 2 of 2 13 Required SiDecifications For Animal Waste ManaLyem.ent 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. 'There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner,who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate-of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, 1RCS 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 doe's not occur during a season prone to flooding(see "Weather and Climate in North Carolina" for guidance). 453715 Database Version 3.1 Date Printed:2/1/2013 Specification Page 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. �. 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. 1.0. 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 amlied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into"water courses, and on other grassed waterways,waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. + 453715 Database Version-3.1 Date Printed: 2/1/2013 Specification Page 2 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. 1S. 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. 453715 Database Version 3.1 Date Printed:2/1/2013 Specification Page 3 Crop Motes The following crop note applies to field(s):P#1 Corn: CP,Mineral Soil,medium leaching In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety"green book"and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting.When planting early in cool, wet soil,banded phosphorus will be more available to the yomig plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type.When including a starter in the fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the com. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): P#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 February-March. 453715 Database Version 3.1 Date Printed: 02-01-2013 Crop Note Page 1 of 3 The following crop note applies to field(s): P#2 Bennudagrass: 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 groundcover in one or two years wider good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2'rows spaced l'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. The following crop note applies to field(s): P#1 Wheat: Coastal Plain, Mineral Soil,medium leachable In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2"deep 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 ui the current NCSU"Small Grain Production Guide". Also,increase the initial seeding rate by at least 10%when planting no-till. Adequate depth control when planting the wheat 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 301bs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February-March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases,insects aiid weeds are essential for profitable wheat production. The following crop note applies to field(s): P#1 Grain Sorghum 453715 Database Version 3.1 Date Printed: 02-01-2013 Crop Note Page 2 of 3 The following crop note applies to field(s): P#1 Double-Crop Soybeans, Coastal Plain: Mineral soil,medium leachable Double-crop soybeans should be planted as early in Jame as possible with planting completed by July 4th. When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. 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. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen.However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. 453715 Database Version 3.1 Date Printed: 02-01-2013 Crop Note Page 3 of 3 _l Temporary Amendment for 2018-19 Crop Year Rate on Cover Crop Farm: Doug Herring, Albertson, NC Reason: Due to disagreeable weather for wheat in eastern NC this winter, some winter annuals will not be suitable for harvesting for grain. To allow flexibility, Mr. Herring will use the winter annual as a cover crop. The following amendment outlines the application rate limitations as a cover. Time/Apolication Limits: One year (2018-19 crop year) only Means of amendment: • Amendment applies to field 1 with a wheat, grain and corn, grain rotation • The PAN amount as a cover crop will be 25 Ibs of PAN/acre • All animal waste records must be kept for the required length of the permit. Amendment completed by: '2--1 Amanda Hatcher, Certified Technical Specialist Date 910-296-2143 `.. amanda_hatcher@ncsu.edu Doug Herring, Farm Owner Date MAR 252019 "wor aua% sodon