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Home My WebLink About820474_Permit Renewal Application 2019_201904101 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 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 verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Farm Number: 82-0474 Certificate Of Coverage Number: AWS820474 2. Facility Name: Three W Farms, LLC 3. Landowner's Name (same as on the Waste Management Plan): Three W Farms LLC 4. Landowner's Mailing Address: PO Box 1246 City: Clinton State: NC Zip: 28329 Telephone Number: 910-592-2277 Ext. E-mail: 5. Facility's Physical Address: 4781 Reedsford Rd City: Clinton State: NC Zip: 28328 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"): Murphy -Brown LLC 10. Operator Name (OIC): William Nelson Waters Jr. Phone No.: 910-214-0897 OIC #: 1004368 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine - Feeder to Finish 3,864 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses Wean to Feeder Dairy Heifer Laying Chickens Horses - Other Farrow to Finish Milk Cow Pullets Sheep - Sheep Feeder to Finish Dry Cow Turkeys Sheep - Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers ,ERR 0 3 20ia, 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) C Irl 3fro I1 /%d® ya 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 most recent Waste Utilization Plan (WUP), signed bv the owner and a certified technical specialist, 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. 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. 8. 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 M Now"amwR I 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 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 143-215.6B, 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): r Name: `t� l�— V _ Title: 1 �J 1 ti n Signature: Date: 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: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 WASTE UTILIZATION PLAN Thursday, September 09, 2010 Producer: Three W Farms LLC Farm Name: Three W Farms 82-474 P O Box 1246 Clinton,NC 28329 Telephone # : (910) 214-5098 Type of Operation : Feeder to Finish Swine Number of Animals : 3864 hogs 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 10 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 3864 hogs X 1.9 tons waste/hogs/year = 7341.6 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3864 hogs X 2.3 Ibs PAN/hogs/year = 8887.2 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 There are no Acres Owned 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 10 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.) TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC. DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME ' 6917 10 IWAGRAM 0-6% _ - BC 5.1. 255: 0: 8.3 2116.51 MAR-OCT 6917 +_ _ 10 WAGRAM 0-6% - -WAGRAM SG 1 50 0 8.3 6917 - _ 11 0-6% - - -- - - 5.1'- 255 0 5.9 6917 11 WAGRAM 0-6% SG 1 50 0 5.9 6917 - --- --- 1 1 X - WAGRAM 0-6% BC 5.1 _ 255 0 2.2 6917 - 11X WAGRAM 0-6% SG 1 50 0 2.2 9070 - 13-14 1---- - AUTRYVILLE ALL _ _ _ - BC 5.1 255 0. 8.27 9070 --- - 13-14 AUTRYVILLE ALL 7 - - _ _ _ SG 1- 50 _ 0 8.27 6917 13X - - AUTRYVILLE ALL - ---- - BC -- - - 5.1 - - - 2555 0 _ -3.23 7 - 13X AUTRYVILLE ALL SG 1 50 0 3.23 - 6917 14X AUTRYVILLE ALL BC 5.1 255_ 0 2.48 6917 i_ 14X -2A AUTRYVILLE ALL SG 1 50_ 0 2.48 9070 -_- PAXVILLE DRAINED - _ BC 3.75 _ 187.5 0 2 - 9070 -. 2A - - PAXVILLE DRAINED SG 1, 0' 2 9070 ---- 2B-3 PAXVILLE DRAINED _ FC 3.25i _50 162.5! 0 12.5 9070 2X PAXVILLE DRAINED FC 3.251 162.5 0; 2.3 9070 3X !PAXVILLE DRAINED �- F� C - 3.25; 162.51 01 3.86 -- - -- 4.7 -- _ /�i11� 0" 9.5 - 6917 9 ___BC - -- WAGRAM 0-6% - SG -- - - 1 - 50 -0. 9.5 6917 - _ - 9X-10X _WAGRAM 0-6% BC 5.1 255 0 3.81 6917 _ - 9X-10X WAGRAM 0-6% - SG - 1 50 - 0 3.81 - TOTALS: 415, SEP-MAY 1504.5 MAR-OCT 295: 561 _SEP-MAY MAR-OCT 110, SEP-MAY 2108.85� 413.5; _MAR-OCT SEP-MAY 823.65 MAR-OCT 161.5 SEP-MAY 632.4 MAR-OCT 124_ SEP-MAY 375, MAR-OCT 1001 SEP-MAY _ 2031.25j SEP-M Y4_pft 373.75i SEP-MA* 627.251 SEP-M*V 2232_5� MAR-OCT 475 SEP-MAY 971.55 MAR-OCT 190.5; SEP-MAY 16642.7 -- -- - 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 UNITS !BC HYBRID BERMU_DA_GRASS-CONTROLLED GRAZEDTONS !SG SMALL GRAIN_O_VERS_EEDED - - - - AC L FSC---i 1FC -_ TALEUE-CONTROLLED GRAZED _________TONS LBS N/UNIT 50 50 50 J Page 3 of 10 TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TABLE 2 I 64.35[ 16,643 TOTALS: 64.35 16,643 AMOUNT OF N PRODUCED: 8,667 'BALANCE .7,756 *** 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 1429.68 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 1.58 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. TRACT FIELD !Iwl -10,-11,-11x,-9,-9xaa 6917 Io, 11, 1 ix, 9, 9x-1ox "6917 -- -13X, -14X 6917 13x,14X i!9070 =— ---- -2A - - 9070 2B-3, 2X, 3X 2A - �9070 T --- - - - - �- I��--- -13-14 -I- - — 13.14 ^-- - SOIL TYPE WAGRAM 0-60/6 WAGRAM 0-6% AUTRWILLE ALL AUTRYVILLE ALL PAXVILLE DRAINED PAXVILLE DRAINED PAXVILLE DRAINED AUTRYVILLE ALL ,UTRYVILLE ALL APPLICATION APPLICATION CROP RATE (in/hr) AMT (inches) SG 0.60 BC 0.60 *1 7 0.60 SG 0.45 FC 0.45-- BC *1 SG - - 0.60 *1 BC ---0.60 Page 4 of 10 * 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. Page 6 of 9 NARRATIVE OF OPERATION Acreages & RYE's based on a previous WUP and Wettable Acreage Determination for this farm executed by Kevin Weston on 6/30/2010. Fields denoted with an "X" are extra acres in each field that may be used with Aerway applications. N rates represent a graze/hay combination with half the crop being removed by each type system. Page 6 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 anv perennial stream or river (other, that an irriaation ditch or canal. Animal waste Page 7 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. *1 B. 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 8 of 9 NAME OF FARM: MB 2123 82-474 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 FACILITY OWNER: Waters Bros LLC SIGNATURE: CL DAT NAME OF MANAGER (if different from owner): please print SIGNATURE: DATE: NAME OF TECHNICAL SPECIALIST: Curtis Barwick AFFILIATION: Barwick Ag Services ADDRESS (AGENCY): 103 Country Club Circle Clinton, NC 28328 (910) 38 000 SIGNATURE: DATE: r i Page 10 of 9 Swine Farm Waste Management Odor Control Checklist Causer - - � UMPs to M1uGuize Odor- — Farnlslead — — • Swine production W Vegetative or wooded buffers; - - Q" Recommended best nlanageulcnl practices; Good judgment and connnwn sense Animal body surfaces • Dirty utanure-covered animals Nr pry flours Floor surfaces • — Wet manure -covered floors Q"Slullcd flours; IIY Waterers located over slotted flours; n Feeders at high end of solid floors; a' Scrape manure buildup li-out hauls; ell Underfloor ventilation for drying Manure collection pits • 1 Trine; ili" Frequent manure removal by flush, pit recharge, • Partial microbial decomposition or scrape; El Underfloor ventilation Ventilation exhaust fans • Volatile gases; - — fan wainlenance; Dust ff"Isflicienl air movement Indoor surfaces • Dust Washduwn between, groups of auiu►als;- n Feed additives; n Feeder covers; W Feed delivery downspout extenders to feeder covers Flush tanks • Flush alleys • t'il recharge puiuts — • Lift smiaus • 0 Outside drain cullcctiuu • Of junction boxes Agitation of recycled lagoon n Flush lank covers; - --- liquid whip winks are filling t7 I:xte,ld till lines to near bulluo, of ranks Willi allli-sillhollyellts Agitation during wastewater- Cl Underfloor flush Willi undelfluur ventilation -- — — - - - Conveyance Agitation of recycled lagoon — extend reclurge lines lu near bolloul of pits A--- -- —^--- - liquid while pits are filling with anti -siphon veins Agitation during sump lank CI Sump lank covers -------------- - filling and drawduwn Agilaliun during wastewater Cl flux covers - cuuveyance j Sail ► cL-_ Cause limps to MininlIce ndtir Fad uNhainpilics at Agitalion during wastewaler fl Extend discharge point of pipes luldcnlcalh lagoon Coliveyauce lagoon liquid level Lagoon surfaces Volatile gas emissions; to 11 proper lagoon liquid capacity; -- - • Biological mixing; C1 Correct lagoon startup procedures; • Agitation ®Minimum surface area-lo-voluule ratio-, G "Mininwln agitation when.pumping; ❑ Mechanical aeration; Gl Proven biological additives Irrigation sprinkler I ligl► pressure agitation; CI Irrigate on dry days with little or no %villd; uoulcs Wind drill m-, Miniuuun recommended operating pressure - full, Pump intake near lagoon liquid surface; Cl Pump Irom second -stage, lagoon Slorage lank ur basil - 1 .ulial microbial decumposo un; n Nonni, ornlimcm loading; - Surface P l• . Sellling basin surface Manure, slurry or sludge spreader oullcls Uncovered ulanille, slurry ur sludge uu licid surfaces Uc;ul animals . . . (lead �uinial �li:.l�u:.:d • . lalllg WIIIIC "11111g, n Tank covers; • Agitation when emptying Cl Basin surface Inals of solids; n Proven biological additivcs of Oxidants .._ Pallial ,Microbial decomposition; n C_xlend drainpipc Ulldct!. till [lei ue;,III I igtlid • HiXing wl►ile filling; level; • Agitation when emptying - ❑ Itculove scaled sulids regularly Agitation when spreading; O Soil injection of shiny/sludges; • Volatile gas emissions ❑ Wasik residual manure ftonl spreader after use; — ❑ Proven biological addilivcs Of uxidauls Volatile gas emissions while 13 Soil injection of slurry/sludges -- drying ❑ Soil incorporation Wilhfil 43 hrs.; / Cl Spread in thin unifurul layers for rapid drying; A Proven biological addilivcs or oxidants Carcass deconlpositlost roper disposition of carcasses -- - • C:ucass decourpusiholl Fl Conq►lefe covering of carcasses in (,uri 1 't' T Inciuciaturs luc.�mplcte cuu►busliun r-- AP.i-tIUYL--wl,cl 11, 1996. Pda'L;•1 d 11 s, [l I'ruper location/cunslructiun uI'll ispusal pits fl Secondary slack butnerS B00119160783 Source _ Cause lIMPs to Minimize t7dnr _= - Sianding water aruunti • -Improper drainage; a Grata a11J landscape such th_S facilitics ,. Microbial decomposition of away from facilities at water drains -_- organic nlauer Manure tracked onto Puully maintained access roads rann access roar! ulaintenaucc — - -'-' - public roads 1iu111 t:u•n1--.-._..._ access Additional Infoolation ; Swine Manure Management ; 0200 RulefBivip Packet -- Swine Production i-alrll I'ulcnlial Odor Sources and Remedies ; E13AE Fact Sheet Swine Production Facility Manlll•e hlanagement: pit Itecllarge - l-agoon Treauuent ; EAAE 128-88 Swine Productiurl Facility h&ulurc hlauagemenl: Underfloor Flush - !-agoon'frealment ; EAAl- 129-38 l.agaun Design auk! hlallagemem for Liveslock Manure Treatment and Storage; FBAE 103-83 Calibratifnl of hl.unue anLl %V;Iste»•atcr Applicaliou Equipment ; E13AE fact Sheet Cunu'uilir►g t)dtnN ltUlll Swine 1luildings; 11111-33 Euvirowncut-d AbSnIiWLC Piugraul ; NI'PC Manual Options for t.lauaging Odur ; it report (runt the Swine Odor Task Force Nuisance Cunccin-, in Animal hliuwre ALulagemcal: Odgrs and Flies; 1'R0107, 1995 Conference Proceedings Available }:roln NCSU. Cowuy Exiension Center NCSIJ - 11Al: NCSU - IIAI: NCSIJ - IIAF NCSU - IIAI: NCSU - UAL NCSIJ - S%Vine Extension NC Pork 1'ruducers Assoc NCSU Agri Cwnwuuicalions Florida Cuupcialive Exlcusicm Bl]0 "1 1 9.160784 ANICA: - I1 1. 1'rpl, 1'.��c i Insect Control Checklist for Animal Operations Sllurce Cause lamps to Control Insects Liquid Systems r•Insll Guucls ---- . Accumulation of solids _ Fl11b11 system is designed iwd ullerawd suffivically to rerllUVC accumalaled sands from ��Illlel's as designed. Fa" Itcuwvc bridghig of accuu►ulatu►1 solids at dd 54:IIi1rgC Laguuns and His Crusted Solids t'f Maiutail► lagoons, seltliug basins and pill where post brooding is upparcnt to winiulizu ilia crusling of solids to a dcplh of no inure than 6 - It inches over more than 30% of surface. XCCs51VC 1/egetatlVC -- •---I�Ccuyllig VC6'ClatlUll m /Mwilllaill vegetative coull-ul along bhanks of tlluwth laguulls and olller IIIII/u111 duicllls Itl pleverll accunndulion of decaying vegelative Muller aloug wader's edge oil impowldullall's perinluter. Feeders Feed Storage Dry Syslellrs -- --- - - - iY!)esigu, operale and ulaintaill feed syslClus buulers and troughs) to winiluize the accuululalion of decaying wastage. Clcan up spiflugc uu is ruutiuc basis (a.g., 7 - IU day interval during suuuuc►; 15-30 day interval _during wilier). • Accuwulaliuus of feed residues educe nlrlisturo accuuullatiuu Within arid aruuud iouncdiate pal inletcr of fired storage areas by insuring drainage away ftunl silo aud/ur providing adequate, cuulaiuutcnl cuvoted bill fur brewer's glair and similar high m isiura grain produces). anspecl for and remove of - Solids ill filter strips uruuud Iced storago a$ Iluuded. • Fecd Spillage IB00119160780 Source Cause _Ze BMPs to Control Insects Animal holding Areas . Accumulations of animal wastes O" Fl minate low areas that trap moisture along and feed wastage fences and other locations where waste accumulates and disturbance by animals is minimal. Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e., inspect for and remove or break up accumulated solids as needed). Dry Manure I landling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10 Systems day interval during summer;15-30 day interval during winter) where manure is loaded for land application or disposal. O 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 Slate University, Raleigh, NC, 27695-7613. B001 '19160781 AM IC - November 11, 1996, Page 2 ?)-- 4e? L( EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910) 433-3300 EMERGENCY MANAGEMENT SERVICES (EMS) 910 592-8996 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (9 9) 592-7963 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 919 592-7963 COOPERATIVE EXTENSION SERVICE (CES) (919)_ 592-7161 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 flow to the lagoon immediately. d) Call a pumping contractor. e) Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions include: a) Immediately stop waste application. b) Create a temporary diversion to contain waste. c) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s) that cause the runoff. e) Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Close valves to eliminate, further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house, flush systems, or solid separators. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks - possible action: a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b) If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 1? 5,2007 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach 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? 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 the movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the 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 your problem to them and ask the person to contact the proper agencies for you. Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: Murphy Brown, LLC b. Contractors Address: P.O. Box 856. Warsaw. NC 28398 C. Contractors Phone: (aiQ293-3434 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Kraig Westerbeek b. Phone: 910 293 - 5330 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. 12 i '1ui- V2 4 "? iY Version —November 26, 2018 Mortality Management Methods Indicate Which method(s) WN be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods 0:.7er than those listed must be approved by the State Veterinarian. Primary Secondary Pout•!ne Mortality ❑ j�11 L�J S �r`= t-ee feet beneath the surface of the ground within 24 hours of knowledge of animal death.—, he burial must be at least 300 feet from any flowing stream or public body of water (G•S.I05-403). The bottom of the burial pit should be at least one 2' foot above the seasonal ~1 '' =�e- table. Attach burial location map and plan. ❑ _andfq; at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC V . Rae, 02 -.. J10 L41v ❑ Rercer: at a rendering plant licensed under G,S. 106-168.7. ❑ ❑I Cor- Mete incineration according to 02 NCAC 52C .0102. ❑ ❑ A coy; posting 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, ad&ioral requirements must be met and a permit is required from NC DEQ. ❑ ❑ 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 ne:`od which, in the professional opinion of the State Veterinarian, would make possible the sai age of part of a dead animal's value without endangering human or animal health. (VWrftte^ apprcvai by the State Veterinarian must be attached). (� Mass Mortality Plan LJ Mass ,mortality pans are required for farms covered by an NPDES permit. These plans are also -accmmended for all animal operations. This plan outlines farm -specific mortality man- agemen: -nethods to be used for mass mortality. The NCDA&CS Veterinary Division sup- port: 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 rr^e^ numbers of dead animals exceed normal mortality rates as specified by the State eter!nar!an. • Bur!a! must be done in accordance with NC General Statutes and NCDA&CS Veterinary 'vision regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • '^ 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. SignatL.:.re of Farm Owner/M ger Date ' Signature of Technical Specialist Date s s LOL +V grower: z i zj% Address: PO Box 856 Warsaw, NC 28398 Countv: SarnDson )eslgnecl By: KBVV Checked By: DSE Date: Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION 01 /26/09 Farm Population: Nursery: ------------------- 0 Wean to Finish:-------------- 0 Finishing: -------------------- 0 Farrow to weanling:----- -------------- 595 Hd. Farrow to feeder: •• •----------------•• 0 Farrow to finish: -- --- 0 Boars: ---------- •--------- 0 Storage Period: ----------------- - 180 Days 25 Yr. / 24 Hr Storm Event ------------------- 7.0 In. "Heavy Rain" Factor Rainfall in Excess of Evaporation ____......___..____ 7.0 In. Additional Water Usage: ------------------- 0 Additional Drainage Area: --------- ........__.1. 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (Y/N) ------- ---- Y Does Operator Want Emergency Spillway? (Y/N) ------------ N Was This Design Built Prior to Sept. 1996? (Y/N) ------------ Y Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ N Seasonal High Water Table Elev: - ---------. 0.00 Freeboard: -------------- 1.0 Ft, Emergency Spillway Flow Depth: Side Slopes: ---------------••-- 3 :1 (H:V) 0.0 0.0 Top of Dike Elevation: -- - - - Depth 99.44 Ft. Finished Bottom Elevation: - ..... -•-• 13.44 Ft. 86.00 Ft. Start Pump Elevation: --------- 19.8 In. 97,79 Ft. Stop Pump Elevation: - - - - 54 In. 94.94 Ft. LAGOON VOLUME _REQUIRED VOL. DESIGN VOLUMES % REQ'D. Storm Stor = 42095 (Cu.Ft.) 42,712 (Cu.Ft.) 101.47% Temporary = 105011 (Cu.Ft.) 168,939 (Cu.Ft.) 160.88% Permanent = 257635 (Cu.Ft.) 437,626 (Cu.Ft.) 169.86% _ _.. Total Volume= 404,740 (Cu.Ft.) 649,277 (Cu.Ft.) 160,42% (Cu.Ft.) 1/2 Treatment Volume = 128,818 1/2 Treatment Volume Elevation = 92.37 Ft. 84.88 In. 90 Temporary Storage Volume Elevation = 96.61 Ft. 33.90 In. Min, Required Liner Thickness -- ------ ----....... 2.0 Ft. Lagoon Surface Area: (Inside TOD)-----------------••- 72,162 S.F. Murphy. -Brown, LLC Engineering P.D. Box 856, Warsaw, NC 28398 (910) 293-3434 vrower: 2123A Designed By: KB Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 01/26/09 Coun : Sampson Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS BASE VOLUME: ®Cu. Ft. LAGOON STAGE -AREA VOLUMES Contour Elevation (FT.l Area SF In_ cr. Vol. (Cu. FT] Cumul. Vol. Cu. FT 86.00 29,834 64,827 87.00 32,623 31,229 96,056 88.00 35,206 33,915 129,970 89.00 37,819 36,513 166,483 90.00 40,470 39,145 205,627 91.00 43,032 41,751 247,378 92.00 45,527 44,280 291,658 93.00 47,992 46,760 338,417 94.00 51,148 49,570 387,987 95,00 54,466 52,807 440,794 96.00 57,687 56,177 496,971 97.00 61,410 59,649 556,619 98.00 65,035 63,223 619,842 99.00 68,763 66,899 686,741 99.44 72,162 31,003 717,744 Fhese volumes were calculated using the vertical average end area method. TOTAL REOD VOL 404,740 CF CUMULATIVE VOL. ZONE VOL. 160.42% END PUMP = = = = 94.94 FT 437,626 CF TR'MT 437,626 169.86% START PUMP = =: 97.79 FT 606,565 CF TEMP 168,939 160.88% MAX STORAGE = 98.44 FT 649,277 CF STORM 42,712 101.479/6 Murphy -Brown, LLC Engineering P.O. Sox 656,Warsaw, NC 28398 (910) 293-3434 Grower: 2123A Designed By: KBW !I Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 01126/09 County: Sampson Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: nimal ' ype Capacity ALW (cuft/lb) - ota Nursery 0 30 1.00 0 Wean to Finish 0 115 1.00 0 Finishing 0 135 1.00 0 Farrow to weaniing 595 433 1.00 257,635 Farrow to feeder 0 522 1.00 _ 0 Farrow to finish 0 1,417 1.00 0 Boars 0 400 1,00 1 0 Total Required Treatment Volume (cu. ft.)= 257,635 Sludge Storage Volume: [AnImal Type apaclty cu._t. = ota Nursery 0 30 0.00 0 Wean to Finish 0 115 0.00 0 Finishing 0 135 0.00 0 Farrow to weaniing 595 433 0.00 0 Farrow to feeder 0 522 0.00 0 Farrow to finish 0 1,417 0.00 0 Boars - ��- 0 400 0,000 0 Total Required Sludge Storage Volume (cu. ft.)= Temporary Storage Volume: Manure Production: 0 rnrna ype Capacity Sto. eno Tc�ay _ i'otai, Nursery 0 180 W w 0.30 0 Wean to Finish 0 1.17 0 Finishing 0 ---180 180 1.37 0 470,613 Farrow to weaniing Farrow to feeder'-� _ 595 0 180 i 180 4.39 5.30 _ 0 Farrow to finish D 180 14.38 0 Boars 0 180 4.06 0 Total Manure Production (gals.)= Total Manure Production (cu.ft.)= Excess Fresh Water: 41 U,ti1 J 62,916 jAhimal Type apacity to. enod d.lday = Total Nursery 0 180 0.00 0 Wean to Finish 0 180 0.00 0 Finishing_ _ 0 180 0.00 0 Farrow to weanling 595 180 0.00 0 Farrow to feeder 0 180 0.00 0 Farrow to finish 0 180 0.00 0 Boars 0 180 0.00 0 Total Fresh Water Excess (gals.)= Total Fresh Water Excess (cu.ft.)= P.O. Box 856. Warsaw Grower: 2123A Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 01/26/09 County: Sampson Sheet 4 of 7 Temporary Storage Volume: {Cant.] Rainfall in Excess of Evaporation: Vol,=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12in./ft Vol.= (72162 sq.ft. + 0 sq.ft) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 42,095 Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)' 25Yr./24Hr. Storm(in) / 12in./ft. Vol.= (72162 sq.ft + 0 sq.ft.) * 7,0 in. /12 in./ft. Total Required Volume for 25Yr.124Hr. Storm Event (cu,ft)= 42,095 "Heavy Rain" Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft. Vol.= (72162 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft, Total Required Volume for "Heavy Rain" (cu.ft.) = 0 (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required 0 0 Total Required Storm Storage (25Yr. / 24Hr. Storm +'Heavy Rain')= 42,095 (CU.FT) Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 105,011 (CU.FT) v-Brown, Total Required Permanent Storage (Treatment + Sludge) = 267,635 (CU.FT) TOTAL REQUIRED VOLUME = 404740 (CU.FT.) w NC Grower: 2123A Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 01126/09 County: Sampson Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation -----••------------- 99.44 FT, Emergency Spillway Crest Elevation -------------- •------ Not Al Applicable Top of 25Yr. / 241-1r, Storm Storage ------ —---------- -- 98.44 FT. Top of "Heavy Rain" Storage -------- ---------- Not Applicable Start Pump Elevation - - ----------- 97.79 FT. End Pump Elevation ------------------- 94.94 FT. Top of Sludge Storage -••----------------- Not Applicable Seasonal High Watertable Elev,-..-__.__________..._ 0.00 Finished Bottom Elevation ------------------ 86.00 FT. Inside Top Length __.----------------- Not Applicable Inside Top Width _.....__.__.____..__ Not Applicable Side Slopes ------------------- 3:1 H:V Lagoon Surface Area ___________________ 72,162 SF Min, Liner Thickness (if required) ____._____._____ 2.0 FT. Freeboard Depth --------------------- 1.00 FT. Temporary Storage Period -------- --- -- 180 Days Zone Depths: TOTAL DESIGN VOLUME = 649277 (CU.FT.) Treatment / Sludge Storage Zone Depth ----------- Temporary Storage Zone Depth Freeboard / Storm Storage Zone Depth ---------- Total Lagoon Depth __.._. 0 28398 8.9 FT. 2.9 FT. 1.6 FT. _...__..13.4 FT. Grower: 2123A Address: PO Box 856 Warsaw, NC 28398 County: Sarnoson / STRT PMP EL.= 97.79 END PMP EL. = 94.94 ZONE ELEVATIONS TOP OF DIKE ELEV = 99.44 TOP OF STORM ELEV = 98.44 TOP .OF TEMP STORAGE ELEV = 97.79 TOP OF TREAT ELEV = 94.94 1 i FINISHED BOTTOM ELEV = 86.00 Checker DSE Date: 01 /26/09 Sheet 6 of 7 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: 2123A TT Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 01/26/09 Countv Sampson Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the United States Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway Is not required. �;tllE li�r�jr NOTE: See attached Waste Utilization Plan Z L-: r- j4 •.1 DESIGNED: DATE: ( CI '�'r�✓�yf10 rrrrr�it4 COMMENTS: The lagoon has been designed as an irregular shapes This design is update of start and stop pump elevations and to show the 1/2-- treatment volume level for sludge storage. This design does not supercede the nal certification of the farm. Murphy -Brown, LL.0 Engineering P,D. Box 556, warsawNu z syu taIu/ Zej-3'4J4 Address: PO Box 856 Warsaw, NC 28398 County: Sampson FARM INFORMATION Nursery: Wean to Finish: Finishing: Farrow to weenling: Farrow to feeder: Farrow to finish: Boars: Storage Period: 25 Yr. / 24 Hr Storm Event "Heavy Rain" Factor Rainfall in Excess of Evaporation Additional Water Usage: Additional Drainage Area: LAGOON INFORMATION WASTE jesigne(s by: Ke VV Checked By: DSE Date: Sheet 1 of 7 %OON DESIGN Farm PoJulation: Is Lagoon Designed as an irregular Shape? (Y/N)------------ Y Does Operator Want Emergency Spillway? (Y/N)------------ N Was This Design Built Prior to Sept. 1996? (Y/N)--- --------- Y Is Drain 'file Req'd to Lower SHWT? (Y/N)-------- --- N Seasonal High Water Table Elev: ------------------- Freeboard: -------------------- Emergency Spillway Flow Depth: Side Slopes: ---.-.._-_ ....... Top of Dike Elevation: -••-------•-•--••-• Depth Finished Bottorn Elevation: ----• •--•----- 11.05 Ft. Start Pump Elevation: _-.__.._-..___... 20.04 In. Stop Pump Elevation: -- --------- ----• 49.2 In. 01 /26/09 0 0 0 610 Hd. 0 0 0 180 Days 7.0 In, 7.0 In. 0 0 1.0 Ft. 3 :1 (H:V) 97.05 Ft. 86.00 Ft. 95.38 Ft. 92.95 Ft. LAGOON VOLUME REQUIRED VOLE DESIGN VOLUMES % REQ'D Storm Stor = 33189 (Cu.Ft.) 33,637 (Cu.Ft.) 101,35% Temporary = 97692 (Cu.Ft.) 112,965 (Cu.Ft.) 115.63% Permanent = 264130 (Cu.Ft.) 318,220 (Cu.Ft.) 120.48% Total Volume = 395,011 (Cu.Ft.) 464,822 _ (Cu.Ft.) 117,67% 1/2 Treatment Volume = 132,065 (Cu.Ft.) 1/2 Treatment Volume Elevation = $9.62 Ft. 90 Temporary Storage Volume Elevation = 94.03 Ft. Min. Required Liner Thickness ------------------- Lagoon Surface Area: (Inside TOD)------------------- Murphy -Brown, LLC Engineering P.U. Box 856. Warsaw, NC 28398 89.12 In. 36.28 In. 1.6 Ft. 56,896 S.F. (910) 293-3434 urower: z1 nu Address: PO Box 856 Warsaw, NC 28398 Countv: Sampson Jesignea by: K H VN Checked By: DSE Date: 01 /26/09 Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS BASE VOLUME: --- -b�"3" Cu. Ft. LAGOON STAGE -AREA VOLUMES Contour Elevation {FT.) Area SF Incr. Vol. (Cu. FT Cum_ul. Vol, (Cu. FTI 86.00 27,831 69,336 87.00 30,278 29,055 98,391 88.00 32,670 31,474 129,865 89,00 34,966 33,818 163,683 90.00 37,097 36,032 199,714 91.00 39,168 38,133 237,847 92.00 41,243 40,206 278,052 93.00 43,322 42,283 320,335 94.00 45,885 44,604 364,938 95.00 48,612 47,249 412,187 96.00 51,380 49,996 462,183 97.00 54,191 52,786 514,968 97.05 56,896 2,777 517,745 ReCEIYEDIHCL =WR APR, ® a ZQ"19 1-hese volumes were calculated usin TOTAL REQD VOL 395,011 CF END PUMP = _ = = 92.95 FT START PUMP = =; 95.38 FT MAX STORAGE = 96.05 FT the vertical CUMUL, end area method. _ 'OL. ZONE VOL. 318,220 CF TR'MT 318,220 431.185 CF TEMP 112,965 464,822 CF STORM 33,637 117.67% 120.48% 115.63% 101.35% Murphy -Brown, LLC Engineering A.4, Box 8.56,Warsaw, NC 28398 (910) 293-3434 Grower: 2123B Address: PO Box 856 Warsaw, NC 28398 County: Sampson MINIMUM REQUIRED VOLUME CALCULATION_ S Permanent Storage: Required Treatment Volume: Designed By: Checked By: Date: Sheet 3 of 7 Anima ype Capacity ALVV (cu, t. = ota Nursery 30 1.00 0 Wean to Finish � 115 1.00 0 Finishing 135 1.00 0 Farrow to weanling H 433 1.00 264,130 Farrow to feeder 522 1.00 0 Farrow to finish 1,417 1.00 0 Boars 400 1.00 0 i otal Kequirea i reatment Volume (cu. tt.)= Sludge Storage Volume: 264,130 nimaf rype Capacity cu. t./i = ota Nursery 0 30 0.00 0 Wean to Finish _ 0 115 0.00 0 Finishing 0 135 0.00 0 Farrow to weanling 610 433 0.00 0 Farrow to feeder 0 522 _ 1,417 400 (cu. ft.* _ 0.00 0.00 0,000 0 0 0 0 Farrow to finish 0 Boars _ �0 Storage Volume Total Reauired Sludae Temporary Storage Volume: Manure Production: (Anrmai 'f ype' . Capacity:, to. Nursery 0 180 0.30 0 _ _ _Wean to Finish 0 180 1.17 0 Finishing 0 180 1.37 0 Farrow to weanling 610 180 4.39 482,477 Farrow to feeder 0 1°80 µ 5.30 0 Farrow to finish 0 _ 180 14.38 0 Boars 0 � 180 4.06 _ 0 Total Manure Production (gals.)= Total Manure Production (cu.ft.)= Excess Fresh Water: 482,477 64,502 nimaf Type to. P e riod J . day) =_o_ta __—Capacity' Nursery 0 180 0.00 0 Wean to Finish T 0 180 0.00 0 Finishing _ 0 180 0.00 0 Farrow to weanling 610 180 0.00 0 Farrow to feeder 0 180 0.00 0 Farrow to finish 0 180 0.00 0 Boars 0 180 0.00 0 l Otal r-resh Water Excess (gals.)= Total Fresh Water Excess (cu.ft.)= .O. Box (9 0 0 KBW DSE 01 /26/09 Grower: 2123B Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 01/26/09 County: Sampson Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (56896 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 33,189 Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 121n,/ft. Vol.= (56896 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft, Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 33,189 "Heavy Rain" Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft. Vol.= (56896 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft. Total Required Volume for "Heavy Rain" (cu.ft.) = 0 (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required 0 0 Total Required Storm Storage (25Yr. / 241-1r. Storm +'Heavy Rain')= 33,189 (CU.FT) Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 97,692 (CU.FT) Total Required Permanent Storage (Treatment + Sludge) = 264,130 (CU.FT) TOTAL REQUIRED VOLUME = 395011 (CU.FT.) urower: zlz;jb Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NO 28398 Date: 01/26/09 County: Sampson Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation -------- ---------.._ Emergency Spillway Crest Elevation ---------------- T'op of 25Yr. / 24Hr. Storm Storage ------•••---------_ Top of "Heavy Rain" Storage ----- _------.-----.. Start Pump Elevation End Pump Elevation ----------------- Top of Sludge Storage -.---.-----..._» Seasonal High Watertable Elev. ------------�--- Finished Bottom Elevation ---•---------------- Inside Top Length ----------- -----. Inside Top Width --••---• •-----•------ Side Slopes Lagoon Surface Surface Area Min. Liner Liner Thickness (if required) ----------- ------- Freeboard Depth ------------------- Temporary Storage Period ------- ---------- TOTAL. DESIGN VOLUME = 464822 (CU.FT.) Zone Deaths: 97.05 FT. Not Al Applicable 96.05 FT. Not Applicable 95.38 FT. 92.95 FT. Not Applicable 0.00 86.00 FT. C Not Applicable I Not Applicable 3:1 H:V 56,896 SF 1.6 FT. 1.00 FT. 180 Days Treatment / Sludge Storage Zone Depth ----------- 7.0 FT. Temporary Storage Zone Depth ---------- 2.4 FT. Freeboard / Storm Storage Zone Depth -------- _1.7 FT. Total Lagoon Depth - ---- ---- - 11.1 FT. Grower_ 2123E Address: PO Box 856 Warsaw, NC 28398 Countv: Sampson STRT PMP EL.= 95.38 END PMP EL. = 92.95 LLC Engineering E i i 1 t i t ZONE ELEVATIONS TOP OF DIKE ELEV = 97.05 TOP OF STORM ELEV = 96.05 Designe KBW Checker DSE Date: 01 /26109 Sheet 6 of 7 1� i TOP OF TEMP STORAGE ELEV = 95.38 ! TOP OF TREAT ELEV = 92.95 SHWT = 0.00 FINISHED BOTTOM ELEV = 86.00 f f f P.O. Box 856, Warsaw NC 28398 (910) Grower: 2123B Address: PO Box 856 Warsaw, NC 28398 County: Designed By: KBW Checked By: DSE Date: 01 /26/09 Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the United States Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway is not required. /t.�t.rtlMry\.1.. t,�t � 4 r 1 Y` �t NOTE: See attached Waste Utilization Plan `, x'�J� S r:A L. DESIGNED: 0239rr:l. DA'f E:: ! f i `�.`/ * p � f nil;*:F' •' •t� tr '� f } 1"tfttf t 0t. COMMENTS: The lagoon has been designed as an irregular shape.�� This design is update of start and stop pump elevations and to show the 1/2 treatment volume level for sludge storage. This design does not supercede the I certification of the farm. Murphy -Brown, LC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293.3434 OPERATION & MAINTENANCE PLAN Proper lagoon liquid management should be a year-round priority, It is es important to manage levels so that you do not have problems during extended rauiallny and wet periods, Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the that at the first signs of plant growth in the later winter/earlsummertime. spring, rrmgatio This means according to a farm waste management plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet Periods, In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam, Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtai a soils test each year, the lagoon embankment and surroundn should be fertilized with 800 pounds per acre of 10-10-10, or ing areas 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 Iagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events, Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1. separation of joints. 2. cracks or breaks 3. accumulation of salts or minerals 4, overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment ---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 of vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused bylagoon dam. strong winds. These waves can erode the lagoon sidewalls, thereby weakening the 'lagoon 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 darn with heavy undertaking with potentially serious consequences and should not tbe conducted unless recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: 1 • recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need or repair or replacement. NOTE; Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perfrm system maintenance at a time when your lagoon is at its low level, This willour 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 all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your Iagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following, 1. adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recordin# your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new Iagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid PH is between 7.5 and 8.0. 7. A dark color, lack of bubblin#, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function, Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. • Practice water conservation --minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. • Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Management: • Maintain lagoon liquid level between the the full temporary storage level, the storage level and Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum lagoon storage for the winter. • The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment, • Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge, • Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed, Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment, Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by; • Proper Lagoon sizing, • mechanical solids separation of flushed waste, • gravity settling of flushed waste solids in an appropriately designed basin, or • minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will; • have more nutrients, • have more odor, and • require more land to properly use the nutrients. Removal techniques: • Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper -agitator Pump through large -bore sprinkler irrigation t ntto by 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 Iagoon 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 n be stop the activity immediately and not resume until you are sure that the sludge ca removed without liner injury. If the liner is damaged it must be repaired as soon possible. as 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 phosphorus, 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. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types Of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibilit for ensuring structure safety. Items which may lead to lagoon failures include: y • Modification of the lagoon structure ---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels ---high levels are a safety risk. • Failure to inspect and maintain the dam. • Excess surface water flowing into the lagoon. • Liner integrity ---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon Iiquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. g