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HomeMy WebLinkAbout820160_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 permits, facilities that have been issued Certificates of Coverage to operate under these State 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. Please do not leave any question unanswered Please verib, all information and nrake any necessary corrections below. Application must be signed and dated by the Perrnittee. L Farm. Number: 82-0160 Certificate Of Coverage Number: 2. Facility Name: Darden .Farms Nursery 3. Landowner's Name (same as on the Waste Management Plan): Anthom, E. Darden 4. Landowner's Mailing Address: 306 Timberlake Dr City: Clinton State: NC Telephone Number: 910-21.4-0092 Ext. E-mail: lwdardenf&1cmbar .mail.com 5. Facility's Physical Address: 505 Lockam:- Rd City: Clinton State: NC 6. County where Facility is located: Sampson 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): 10. Operator Name (OIC): AnthonyE. Darden 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Swine - Wean to Feeder Operation Types: Murphy -Brown LLL Phone No.: 910-214-0092 Allowable Count 6,400 Swine Cattle Dry Poultry Wean to Finish Dairy Calf Non Laying Chickens Wean to Feeder Dairy Heifer Laying Chickens Farrow to Finish Milk Cow Pullets Feeder to Finish Dry Cow Turkeys Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultr+ Gilts Other Non 'Laying Pullet Other Layers AW S820160 Zip: 28328-9761 Zip: 28328 OIC #: 18370 Other Types Horses - Horses Horses - Other Sheep - Sheep Sheep - Other RE=VWNC==WR APR nl 82"'IRE iPi VWQua1V lReoiorralQperaUonsSeClt n 13. Waste Treatment and Storage Lagoons (Verify the .following information is accurate and complete. Make all necessary corrections and provide missing data.) Estimated Liner Type Estimated Design Freeboard Stricture Date (Clay, Synthetic, Capacity Surface Area "Redline" Name Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1 19.00 1 Z 19.00 2 19.00 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 trust include the following components: 1. The most recent Waste Utilization .Plan (WUP), signed by the owner and a certified technical s ecialist, 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 S. 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. Lagoon/storage 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. 9. 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: 20l9PermitRenewal(a),ucdenr.gov .1 attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting infonnation 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 sunject to civil penalties up to $25,000 per violation. (18 U.S.C.. Section 1001 provides a punishment by a tine 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, he. by a_principal executive officer of the corporation): ��,,y/ ryas Name: ,/ Title:. 66d/I/4— Signature: � � ?�- Date: 3 -1 a- 12 Name: Signature: Name: Signature: Title: Date: Title: 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: 20l_9PermitRen ewal@.ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 WASTE UTILIZATION PLAN I Z3 20d? Producer: Anthony Darden Farm Name: Darden Farms Nursery 82-160 306 Timberlake Driver. Clinton,NC 28328 Telephone # : (910) 592-9178 Type of Operation : wean to Feeder Swine Number of Animals : 6400 pigs design capacity Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and avaialable water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. Page 1 of 9 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 6400 pigs X .4 tons waste/pigs/year = 2560 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 6400 pigs X .48 Ibs PAN/pigs/year = 3072 PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and suface application. TABLE 1 : ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE &CLASS- CROP DETERMINING PHASE CODE 11169 1 IWAGRAM 0-6% BH 11169 - 1 ,WAGRAM 0-6% SG 11169 2 - IWAGRAM 0-6% _ BH 11169 t- 2 iWAGRAM 0-6% ---- - SG 11169 E 3 1WAGRAM 0-6% BH 11169 i- 3 !WAGRAM 0-6% -� _ SG YIELD LBS AW COMM ACRES LBS AW APPLIC. N/ACRE N/ACRE USED TIME 5.5 _ 275^ 0 1.85 508.75T MAR-OCT 1 100 0 1.85 185' SEP-MAY 5.5 275 0 5.34 1468.5; MAR-OCT 1 100 0 5.34 534' SEP-MAY 5.5 275_ 0 2.16 594 MAR-OCT 1 100 0, 2.16 2167 SEP-MAY TOTALS. 3506.25 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 of 9 .TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) There are no Acres Leased Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation * Acreage figures may exceed total acreage in field due to overseeding. **Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in TABLES 1 and 2 above: CROP CODE CROP BH HYBRID BERMUDAGRASS-HAY SG SMALL GRAIN OVERSEEDED UNITS LBS NIUNIT TONS 50 AC 50 Page 3 of 9 TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TABLE 1 19.35 3,506 TOTALS: 9.35 3,506 AMOUNT OF N PRODUCED: 3,072 ***BALANCE -434 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres show in each of the preceeding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 486.4 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization Of waste water. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 1.6 feet of the top of the dike. If surface irrigation is the method of land application for this plan, it is the responsiblity of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. APPLICATION APPLICATION TRACT _FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches) 11169 WAGRAM 0-6% SG 0.60 *1 11169_ - __-1, Z, 3 — WAGRAM 0-6% -- - - _ _ �- BH 0.60 i 1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. �cr►��sD�C :��IDVI�R APR ® 8 2313 dfaatercWtr Page 4 of 9 ��`S Sedon NARRATIVE OF OPERATION This plan is based on a wettable acreage determination completed on 1-2-2002. Page 5 of 9 PLANS & SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference - Environment file for guidance.) *7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control conditions conducive to odor or flies and to provide uniformity of application. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop on bare soil. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: the outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste Page 6 of 9 other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned by the landownwer. 14. Waste shall be applied in a manner not to reach other property and public right - of ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. *16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. *17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. *18. If animal production at the facility is 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 as a preemergence with no other 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 fpr waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production amd maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina Department of Agriculture regulations. * Liquid Systems Page 7 of 9 NAME OF FARM: Darden Farms Nursery 82-160 OWNER / MANAGER AGREEMENT I (we) understand and will follow and implement the specifications and the operation and maintenance precedures estalished in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and/or storage system or construction of new facilities will require a new utilization plan and a new certification to be submitted to DEM before the new animals are stocked. I (we) understand that I must own or have acces to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF FACILI NER: Anthony Darden / SIGNATURE.-- DATE: `�` _ 2 -.3 "yJ-- NAME OF MANAGER (if different from owner): please print SIGNATURE: DATE: NAME OF TECHNICAL SPECIALIST: Curtis Barwick AFFILIATION: p21 VATl ADDRESS (AGENCY): Clinton, NC 28328 (9 0) 592- d fJ SIGNATURE: 2DATE: 41-23 'Dy Page 9 of 9 dr Jam' .• n� 1 rs *i ..r. r ... 'r• - - _.. � � -*� a f � .n.i s �� a+ 'J4 n r ram- w.l, � � aL j k,.1 e"�p '�iii ,�y_a•-.'}*�A &.trwl $ t � .0 J A!w. 3.w1'�}��. i .R+F } J ` � �� a �' f' ,� r rr ,. .�• ..� x '"x • •L r' y •�ati J- 4;/,�• P a:� ; y f j :� ,r p f.t ""_ t . .4p at • w. r -q ff J���:R� tl!4 .:k� M .� Y _a rJ C `�� V '-y�" '.•+.:. Y ylY.. r 9�,. ,.:1 4 i � ani r � •t r-:. ",1"' -' �' r„_ }' w 5 4 Ss ,:y q �` i.4 �.` •a4 z� �: •y, � •Lj a. � - '. S w t... ' ; . � t w Fi � ' _Yr f f K 'tt `� e f J � � � ,✓�' `lv"'~ .., �� �; ,�, Jv;. t�/ !1•t � J�•,K, •• t a .. * Y � r'�'�, �! u x �� t f. `� J.�/S'�'f' ��,Yt'y �t�� f . �` r x '4i' i!` 1 •r' 1 4 J J # 1 7 R -: i.. ..'wY •^} I.r R{ td•� 1 w� .Jw� �► �d: f Ir i < j:fh"�{ ! tJ ..+�i•Jc Js, 3 e ,1 ..;_ :.r._.. � � y Swine Farm Waste Management Odor Control Checklist Source Cause HMPs to Minimize Odor Site Specific Practices ^ Farmstead • Swine production O Vegetative or wooded buffers; 10 Recommended best management practices; 0 Good judgment and common sense Animal body surfaces • Dirty manure -covered animals d Dry floors Floor surfaces • Wet manure -covered floors M Slotted floors; 0 Waterers located over slotted floors; ❑ Feeders at high end of solid floors; ❑ Scrape manure buildup from floors; O Underfloor ventilation for drying Manure collection pits . Urine; ■ Frequent manure removal by flush, pit recharge, • Partial microbial decomposition or scrape; ❑ Underfloor ventilation Ventilation exhaust fags • Volatile gases; N Fan maintenance; Dust O Efficient air movement Indoor surfaces • Dust ■ Wasltdown between groups of animals; N Feed additives; Cl Feeder covers; O Feed delivery downspout extenders to feeder covers Flush tanks • Agitation of recycled lagoon O Flush tank covers; liquid while tanks are filling 13 Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater O Underfloor flush with underfloor ventilation conveyance Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits liquid while pits are filling with anti -siphon vents Lift stations • Agitation during sump tank ❑ Sump tank covers filling and drawdown Outside drain collection • Agitation during wastewater O Box covers or junction boxes conveyance AMOC - November 11, 1996, Page 3 _ __Source Cause BMI's to Minimize Odur Site Specific Practices End of drauipipcs at • Agitation during wastewater d` Extend discharge point of pipes undcrucatln lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions; 0 !'roper lagoon liquid capacity; • Biological mixing; Cl Correct lagoon startup procedures; • Agitation O Minimum surface arcs -to -volume rat. o, 0 Minimum agitation when -.pumping; O Mechanical aeration; O Proven biological additives Irrigation sprinkler • High pressure agitation; ® Irrigate on dry days with little or no wind; nozzles 0 Wind drill M Minimum recommended operating pressure; 0 Pump inmake near lagoon liquid surface; O Pump from second -stage lagoon Storage lank or basin • Partial microbial decomposition; O Bottom or midlevel loading; ---- surface • Mixing while filling; O Tank covets; • Agitation when emptying O Basin surface trials of solids; O Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets undernealh liquid • Mixing while filling; level; • Agitation when emptying O Remove settled solids regularly Manure, slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges; s reader Wirt, p • Volahle gas cnussions O Wash residual manure front spreader after use; O Provcn biological additives or oxidants _ Uncovered manure, • Volatile gas emissions while Cl Soil injection of slurry/sludges - -- — -- slurry or sludge on ficld drying Cl Soil incorporation within 48 lu-s.; surfaces O Spread in thin uniform layers 1•ur rapid drying; O Proven biological additives or oxidants Dead animals • Carcass decomposition NO Proper disposition of carcasses Dead animal disposal Carcass dccompositiun O Counplete covering of carcasses in burial pits; pals O Proper location/construction of disposal pits (ncinerar:►rs • Incomplete combustion O Secondary stack burners AMOC - November 11, 1996, Page 4 _ Source Cause DMPs to Minimize Odor _ Site Specific Practices Standing water around • Improper drainage; �Cl Grade and landscape such dial water drains facilities • Microbial decomposition of away from facilities organic matter Manure tracked onto • Poorly maintained access roads public roads from farm access O f ann access road maintenance Additional Information: _ Available Front : Swine Manure Management; 0200 RulcIBMP Packet NCSU, County Extension Center Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU - BAE Swine Production Facility Manure hfanagentcnl: Pit Recilarge - Lagoon Treatment; EBAE 128-88 NCSU - UAL' Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; CUAC 129-89 NCSU - BAE Lagoon Design and Management for Livestock Manure Trealment and Storage; EBAE 103-83 NCSU - UAL-• Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet NCSU - BAL-• Controlling Odors from Swine Buildings; PI1-1-33 NCSU - Swine Extension Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension AMOC - November 11, 1996, Page 5 9.'2 —/&C) Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Liquid Systems Flush Gutters • Accumulation of solids 11 Flush system is designed and operated sufficiently to remove accumulated solids front gutters as designed. O Remove bridging of accumulated solids at Lagoons and Pits • Crusted Solids 10 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 12 Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Feeders Feed Storage Dry systems • Feed Spillage 01 Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize die accumulation of decaying wastage. M Clean up spillage on a routine basis (e.g., 7 - 10 day interval during summer; I5-30 day interval during winter). Accumulations of Ceed residues Cl Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). O Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. • . 1 nne n-..- t Source Cause DMPs to Control Insects- Site Specific Practices Animal Holding Areas • Accumulations of animal wastes D Eliminate low areas that trap moisture along and feed wastage fences and other locations where waste accumulates and disturbance by animals is minimal. [a -- Dry Manure Handling Accumulations of animal wastes p Systems Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e., inspect for and remove or break up accumulated solids as needed). Remove spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter) where manure is loaded for land application or disposal. Provide for adequate drainage around manure stockpiles. O Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC, 27695-7613. s A KA it - TJnventher 11 1996_ Paee 2 EMERGENCY ACTION PLAN PHONE NUMBERS DWQ q / G ': l 3 -- 3-; c EMERGENCY MANAGEMENT SYSTEM 6 -y2k SWCD 5yz - 716 3 MRCS 52-.-756, 3 This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B: Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. 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 irritation pump. c. Make sure no siphon occurs. d. Stop all flo%vs in the house, flush systems, or solid separators. December 18, 1996 e. Repair all leaks prior to restarting pumps. E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks- possible action: a. Di a small sump or ditch away from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, such as employee injury, fish kills, or property damage? d. Did the spill leave the properry? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? Are potable water wells in danger (either on or off of the property)? h. How much reached surface waters? 3: Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional office; Phone - - After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If spill Ieaves property or enters surface waters, call Iocal EMS Phone number - c. Instruct EMS to contact local Health Department. d. Contact CES, phone number - - , local SWCD office phone number and Iocal NRCS office for advice/technical assistance phone number - - 4: If none of the above works call 911 or the Sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5: Contact the contractor of your choice to begin repair of problem to minimize off -site damgse. a. Contractors Name:_r r, • - z� e-� rAd • - b. Contractors Address:- c. Contractors Phone: �-LG 2 December 18, 1996 6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: C.LA0*6 b. Phone: — r A 7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 3 December 18, 1996 &�-- I6 v 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 D 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. a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. 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 requirements must be met and a permit is required from NC DEQ. Q 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). a 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. Signature of Farm Owner/Manager Date a + 4, JLnw,� 3- rz, Signature of Technical Specialist Date J[ Operator: Falatovich Nursery County: Sampson Date: 09/30/05 Distance to nearest residence (other than owner) 1000.0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 0 head (finishing only) x 135 lbs. = 0 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 3200 head (wean to feeder) x 30 lbs. = 96000 lbs Describe other 0 Total Average Live Weight = 96000 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb, ALW = 1 CF/lb. ALW Volume = 96000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 200.0 Inside top width (feet)---------------------- 130.0 Top of dike elevation (feet)----------------- 53.7 Bottom of lagoon elevation (feet)------------ 43.0 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon)------------------ 3.0 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 194.0 124.0 9.7 AREA OF TOP LENGTH * WIDTH = 194.0 124.0 AREA OF BOTTOM LENGTH * WIDTH = 135,8 65.8 24056 (AREA OF TOP) 8936 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 164.9 94.9 62596 (AREA OF MIDSECTION * 4) CU. FT. _ (AREA TOP + (4-AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 24056.0 62596.0 8935.6 1.6 Total Designed Volume Available = 154533 CU. FT 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA; Lagoon (top of dike) Length * Width = 200.0 130.0 26000 0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area TOTAL DA 26000.0 square feet Design temporary storage per:riod to be 180 days 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1 37 Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 175360 gals. or 23443.9 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7,0 inches Volume = 7,0 in * DA / 12 inches per foot Volume = 15166.7 cubic feet 5D, Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 15166.7 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A, 23444 cubic feet 5B. 0 cubic feet 5C 15167 cubic feet 5D. 15167 cubic feet TOTAL 53777 cubic feet 6. SUMMARY Temporary storage period____________________> Rainfall in excess of evaporation=====______> 25 year - 24 hour rainfall__________________> Side Inside top Inside top width____________________________> Top of dike elevation_______________________> Bottom of lagoon elevation__________________> Total required volume_______________________> Actual design volume________________________> Seasonal high watertable elevation (SHWT)===> Stop pumping Must be > or = to the SHWT elev.====______> Must be > or = to min. req. treatment el.=> Required minimum treatment volume=====______> Volume at stop pumping elevation=====_______> Start pumping Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> Volume at start pumping elevation=====______> Required volume to be pumped________________> Actual volume planned to be pumped=====_____> Min. thickness of soil liner when required==> 180 days 7.0 inches 7.0 inches 1.0 feet 3.0 : 1 200.0 feet 130.0 feet 53.7 feet 43.0 feet 149777 cu, ft. 154533 cu, ft. 49.0 feet 50.2 feet 49.0 feet 49.0 feet 96000 cu, ft. 100559 cu. ft. 52.1 feet 139367 cu. ft, 139297 cu, ft. 38611 cu, ft. 38738 cu. ft. 1.6 feet 7. DESIGNED BY: APPROVED BY: de, 4�y s DATE. DATE: NOTE: SEE ATTACHF WASTE UTILIZATION PLAN COMMENTS: _ ;��+-' '- W Operator FALATOVICH NUR 2 County: SAMPSON Distance to nearest residence (other than owner): 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) 0 sows (farrow to feeder) 0 head (finishing only) 0 sows (farrow to wean) 3200 head (wean to feeder) Describe other Date: 04/13/99 1500.0 feet x 1417 lbs. _ x 522lbs. _ x 135lbs. _ x 433lbs. _ x 30lbs. _ Total Average Live Weight = 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 96000 lbs. ALW x Treatment Volume(CF)/Ib. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 96000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 191.0 Inside top width (feet)---------------------- 140.0 Top of dike elevation (feet)----------------- 49.5 Bottom of lagoon elevation (feet)------------ 39.1 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon)------------------ 3.0 :1 0 lbs 0 lbs 0 lbs 0 lbs 96000 lbs 0 96000 Ibs Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 185.0 134.0 9.4 AREA OF TOP LENGTH * WIDTH = 185.0 134.0 AREA OF BOTTOM LENGTH * WIDTH = 128.6 77.6 24790 (AREA OF TOP) 9979 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 156.8 105.8 66368 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 24790.0 66357.8 9979.4 1.6 Total Designed Volume Available = 158432 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length " Width = 191.0 140.0 26740.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 26740.0 square feet Design temporary storage period to riod to b e 180 days. 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day Volume = 175360 gals. or 23443.9 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. 1.37 180 days Volume = 0.0 gallons/day * 180 days storage/7 48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 15598.3 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 15598.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 23444 cubic feet 5B. 0 cubic feet 5C. 15598 cubic feet 5D. 15598 cubic feet TOTAL 54641 cubic feet 6. SUMMARY Temporary storage period====================> 180 days Rainfall in excess of evaporation===========> 7.0 inches 25 year - 24 hour rainfall==================> 7.0 inches Freeboard===================================> 1.0 feet Side slopes_________________________________> - 3.0 : 1 Inside top length===========================> 191.0 feet Inside top width============================> 140.0 feet Top of dike elevation=======================> 49.5 feet Bottom of lagoon elevation==================> 39.1 feet Total required volume=======================> 150641 cu. ft. Actual design volume========================> 158432 cu. ft. Seasonal high watertable elevation (SHWT)===> feet Stop pumping elev.__________________________> 45.3 feet Must be > or = to the SHWT elev.==========> feet Must be > or = to min. req, treatment el.=> 45.1 feet Required minimum treatment volume===========> 96000 cu. ft. Volume at stop pumping elevation============> 88511 cu. ft. Start pumping elev._________________________> 47.3 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 142834 cu. ft. Volume at start pumping elevation===========> 130042 cu. ft. Required volume to be pumped================> 39042 cu. ft. Actual volume planned to be pumped==========> 41531 cu. ft. Min. thickness of soil liner when required==> 1.5 feet 7. DESIGNED BY: APPROVED BY: DATE: DATE: Lj--,/3� NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: S �� ��" C(S a�,s OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) with minimum odor control. The time required for the planned fluid level to be reached (permanent + temporary storage) may vary due to flushing operations and the amount of fresh water to be added to the system. The designed 6 months temporary storage is an estimated volume based on : 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe (s) from building (s) . If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet). Pumping can be started or stopped any time between these two elevations for operating convenience as site conditions permit (weather, soils, crop, and equipment to apply waste without runoff or leaching). Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, 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 tha the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When pre - charging is completed, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed_ This plan recommends sampling and testing of waste (see Attachment B) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 53.00 as marked by permanent markers. Stop pump -out when the fluid level reaches elevation 50.90 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 38667 cubic feet or 289233 gallons. As stated before, this volume will vary considerably from year to year. 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.4 inches per hour. S. Keep vegetation on embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass vegetated buffer around waste utilization fields, particularly adjacent to ponds, lakes, streams, open ditches, etc. Do not pump within 300 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. NOTES: