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HomeMy WebLinkAbout310401_Application_20240320 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, 2024, 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 3,2024. 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. Certificate Of Coverage Number: AWS310401 2. Facility Name: 3112 3. Permittee's Name(same as on the Waste Management Plan): Murphy-Brown LLC 4. Permittee's Mailing Address: PO Box 856 City: Warsaw State: NC Zip: 28398-0856 Telephone Number: 910-293-3434 Ext. E-mail: kwesterbeek(a)smithfield.com 5. Facility's Physical Address: Sr 1900 City: Warsaw State: NC Zip: 28398 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): David C Nordin 8. Farm Manager's telephone number(include area code): 910-293-5330 Ext. 9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC 10. Operator Name(OIC): James Derek Brown Phone No.: 910-289-2111 OIC#: 19632 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-Farrow to Wean 2,411 Operation Types. Swine Cattle Dry Poultry Other Tvoes 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 Poultr% Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 3112 Lagoon 1/1/1993 Full,clay 1,545,613.00 179,525,00 19.90 Submit 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), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan(WUP),signed by 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,solids separators,sludge drying system,waste transfers,etc.) 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.) Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Name(Print): rn t LL( Title: n uo Signature: Date: Name(Print): Title: Signature: Date: Name(Print): Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 NUTRIENT UTILIZATION PLAN AMENDMENT Grower(s): Murphy Brown, LLC dba Smithfield Hog Production Farm Name: 3112;AWS310401 County: Duplin Farm Capacity: Farrow to Wean 2411 Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish Wean to Finish Gilts Boars Storage Structure: Anaerobic Lagoon Storage Period: >180 days Application Method: Irrigation This amendment allows the producer to apply to the following fields under lease from Jart Hudson if desired. These fields are optional. These fields along with the crops, application windows and rates are listed on the attached table and maps. Owner/Manager Date Technical Specialist Date Z'O OD n d c' - N N= m N V O (D V N 0 O U 10 Z O (D N V O O O O J Z O ,Np d 0 0 0 0 0 0 0 0 0 0 0 0 p - o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 00 0 0 0 0 0 o F Z O o 0 0 0 0 0 0 00 0 0 (nQ o0 0o 00 00 00 00 J 00 0 0 0 0 0 0 U� Q � Z N N N a� O G V Z a a N a a o.o U v '6} N O v EQ a o v U 0 a U N Z m m f� O m O O (�O G! O M D) O M � O I (D O N O (D N M - (D m O (D V M N MO Z U W O 6� V m N V 0 0 O o Q N D M D) m 0 0 O O U Q � Z D O N � N _N O.L N O= O> O O M CO O) m N 00 O O Z U N O N N M M 000 (D N M M a N� C C Q o 0 0 o O o 0 0 N J U d C\lO M •a} Cl O 0 0 O O N } (D V M N Co� '- cx O m f/1 N b N N (n C N O y a,- � -=i QQ v N� (D QQ oZ n n o F Q LL LL U Q Q LL a 0 a 0 _ `O L c c N N N N c c U U o U O U U L L S1 O O fU 10 v O O N U o o U U d d o o w n n `o C N C N C N C QI C N C N j y 0 = 0= 0= 0= Ocl = O N (n N (2 N N N N O N p 0 0 D 0 5 0 D 0 0 0 � E E O LL Q LL Q LL Q LL Q LL Q LL Q :r o m U () M M M M M N L O MMa (D yM (D 4 (D > lJ U M 0 O o c1 0, M O M O O = Q O a a) (a = Z Q LL y -D M L O C C U C C c c C C C C C C E O N Q O O m O O 0 0 O O 0 0 O O Q 0 (/1 0 N �'0'0 -0a -0 U N V) _Y U d 0 � Q L (Y Q Il) ° I� Q. Z 9'6 01 �° I u � l Q)o a o j N i � 3 O C'7 i i U A Q � N t` LL- C ° cq O E _ U. • i t4 Murphy-Brown, LLC 7/14/2023 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): Murphy-Brown, LLC dba Smithfield Hog Production Farm Name: Farm 3112, AWS310401 County: Du lin Permit Capacity: Farrow to Wean 2411 Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish Gilts Boars Storage Structure: Anaerobic Lagoon Storage Period: >180 days Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils,when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWR regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods in the future,you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made,which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan,if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3,tons,etc.): Capacity Type Waste Produced per Animal Total 2411 Farrow to Wean 3203 gal/yr 7,722,433 gal/yr Farrow to Feeder 3861 gal/yr gal/yr Farrow to Finish 10478 gal/yr gal/yr Wean to Feeder 191 gal/yr gal/yr Wean to Finish 776 gal/yr gal/yr Feeder to Finish 927 gal/yr gal/yr Gilts 1015 gal/yr gal/yr Boars 2959 gal/yr gal/yr Total 7,722,433 gal/yr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity Type Nitrogen Produced per Animal Total 2411 Farrow to Wean 3.84 Ibs/yr 9,258 Ibs/yr Farrow to Feeder 6.95 Ibs/yr Ibs/yr Farrow to Finish 18.86 Ibs/yr Ibs/yr Wean to Feeder 0.34 Ibs/yr Ibs/yr Wean to Finish 1.4 Ibs/yr Ibs/yr Feeder to Finish 1.67 Ibs/yr Ibs/yr Gilts 1.83 Ibs/yr Ibs/yr Boars 5.33 Ibs/yr Ibs/yr Total 9,258 Ibs/yr 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. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 36.76 Total N Required 1st Year: 10806.19 Total N Required 2nd Year: 0.00 Average Annual Nitrogen Requirement of Crops: 10,806.19 Total Nitrogen Produced by Farm: 9,258.24 Nitrogen Balance for Crops: (1,547.95) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 N'O N(O(ON My V M 1n I ti a N O W V aOD Lo Co N ri N m M G to- N O Cl)NCO O v-N ti M � co Fj M V In v V M N 0 O m - O v Q N N N N N IN lO In lO IO N In F N N N N N N M co co M N co J � z CO d Q1 In In In In (O In h N O h N In 0 0 m h In N O r co In h O O M(fl m N N N V G N H z O� 0 0 0 0 00 0 0 0 0 0 0 U)a In In In In IO N In In In In Ln In J ` a" I z� a d J Q-' 0 U z o o o o 0 0 0 0 0 0 0 o Z In NIn <nhln Nln In NIn In C N N a oa U y c N Q- Q Q Q Q Q Q Q Q Q Q Q Q n i Q n n n CO U)n c°n'V)V) i cn M o „ V 0 J J J J J J J J J J J J av c N d V M O Q1'7(O^ N N O co co N n tOp A N M"N M� M O O D h LO Of 07 OM ItV MN Oc0 V MN� Go � m Z N N N N N N In In In lO N lO U) Q O(n O aJ O J N N N N N N N N N N N N 3 za y Ip N J� O.C O UZ V��V V W mmmmm v vv VI y 9 O. O a v v v V v v to In to to V In V° vvvvvvlriUbuiuivui o ann" mma� ara) ma WWmw0 (D V)to U)co V�W COW to V) EQ IL IL a o d V p U U U 000 UU U U U U U U N U m m m m m m m m m m m m m O C y coF mmmmm[I] QQQQmQ C O m m <IIL O Q)n N m � V� m m m N M M 0 In N N G =Q N N M GI N Q m Q m Q m Q m a M co v v In IO Co co 7 7 LL N C O_ a v v v v v v v v v v v v y m o ao o c2 ao ao 1700 c2012 U ti ti ti r r-ti ti r r-� r ti � ~ NNNNNN I-FI- F-FF z� o 2 d '� N O 7 F- V _Q m Z O y J Z O y� a N m 07 F Z u �g J 3 Z'6 y�N N J d' p�C U Z 'O y N a a oa U y a c N ay+_ d E CL Q p a o m U 0 0 a U c N z a o y N a N O� ~ O Z v M as J Q 0 7 Z'O M d J� 0 C O� U Z N y �a a o'a U d N r O d CL H Q O N U p m U _ d �O N y F C O V F � Cl i 61 �11 Q_ =Q cn y � L W a LL C O N Q V N O d h w This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields( i.e.small grain,etc, interseeded in bermuda),forage must be removed through grazing, hay,and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain,etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity,especially late in the season(i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation,you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain,etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Description-Harvested As A Barley Grain Crop B Grazed Hybrid Bermudagrass Pasture/Grazed C Hybrid Bermudagrass Hay Hay B/C Comb. Hybrid Bermudagrass Graze/Hay Combination D Corn-Grain Grain Crop E Corn-Silage Silage F Cotton Cotton Lint G Grazed Fescue Pasture/Grazed H Fescue Hay Hay I Oats Grain Crop J Rye Grain Crop K Grazed Overseed Pasture/Grazed(Seeded in Bermudagrass) L Overseed Hay Hay(Seeded in Bermudagrass) M Grain Sorghum Grain Crop N Wheat Grain Crop O Soybean Grain Crop P Pine Trees Pine Trees S Small Grain Grain Crop/Hay(After Grain Crop) CC Cover Crop Not Harvested; Burned/Disked In Acres shown in the preceding table are considered to be the usable acres excluding required buffers,filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/yr/animal Farm Total/yr 2411 Farrow to Wean 0.8 1928.8 Farrow to Feeder 0.96 Farrow to Finish 3.9 Wean to Feeder 0.07 Wean to Finish 0.27 Feeder to Finish 0.34 Gilts 0.39 Boars 0.55 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1928.8 pounds of plant available nitrogen per year and will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years,you will have approximately 9644 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre,you will need 32 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre,you will need 77.152 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type,crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure,soil texture,water droplet size,and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. "This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations,the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for>180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop in/hr _ * inches T71848 1 BnB C 0.75 1 T71848 2 BnB C 0.75 1 T71848 3A BnB C 0.75 1 T71848 3B BnB C 0.75 1 T71848 4A BnB C 0.75 1 T71848 4B BnB C 0.75 1 T71848 5A AuB C 0.6 1 T71848 5B AuB C 0.6 1 T71848 6A AuB C 0.6 1 T71848 6B AuB C 0.6 1 T71848 Sub 2 BnB C 0.75 1 T71848 Sub 3 AuB C 0.6 1 6of11 Additional Comments: This plan revised 7/14/2023 to reflect the removal of three sprinklers and changing seven sprinklers from full circle to part circle operation. The solid sets acreage was recalculated. All other parameters remained the same. Any/all fields listed as "Optional Fields" are not required to be in any of the crops listed in this plan unless they are actively being applied to or will be applied to. 7 of 11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Farm 3112,AWS310401 Owner: Murphy-Brown, LLC dba Smithfield Hog Production Manager: Owner/Manager Agreement: I/we understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management 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 nutrient management plan and a new certification to be submitted to DWR before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDW R upon request. Name of Facility Owner: Murphy-Brown, LLC dba Smithfield Hog Production Signature: I�IVAIC � Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: M. Kevin Weston Affiliation: Smithfield Hog Production Division Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: 71141, 2- Date 8 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field- 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9of11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 10 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre-plant with no further applications of animal waste during the crop season. 21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least once every three yeares at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 CEM EXTENSION _( U/www.cesncsu.edul �� yr1�: Realistic Yield Expectations for North Carolina Soils The North Carolina RealisvcYield Database Is the product of an extensive data gathering and review process conducted by NC State University.the Natural Resource Conservation Service,the North Carolina Department of Agriculture and Consumer Services,and the North Carolina Division of Soil and Water Conservation. In 1999,county based representatives of each of the Start Here abwe-nametl or8anizatiorts were asked to collect Yield data and make a reasoned judgement of the 1.SELECT COUNTY: via ids for various crops on each of the sails occu ping Duplln Co,,my,NC in their county.These data ovare collected from 87 responses,represanfing 93 counties.The data were then compared with available research data and 2.SELECT YOUR SOIL intensively re-A-6 by panel of field agronomists, I BnB:Blamm�sand,1 to 6 percent slopes soil scientists and researchers familiar with the soils. tops and climatic-ra itiUna in each region.In reviewing the data,the following assumptions ware SLOPE made. O Use Representative Slope Typical of the Soil Map Unit 1_Realistic Yield Expew s should ba based on the OUse My Slope:O average of the beel3 years In a 5 year period which could be achieved with a high level of menagerbent CALCULATE (top 20%of grewersl 2.For.,Is trot may be mapped in mudWle regions or in slighdydiffec.Irider.cc(,Or—ple.Hoed plains E..T1 xOs—us emternces),the Realistic Kea,are based an IIEID FAMRN NIRIOOEN N ' the most common prevailn drop- NFAcrtaP c pales g wndilio,u for that soil { + ILBSACPEI v,�AtnEl rather than the most Weal sire for a9—It—I S Production 3.For soil,that e,,Some«hat Pw,k,P,edy,or vary Bahiagrass IHay) 3ATons 48 165 39 Poorly Draned,eJf-ive ertiliaaldralnege MUST be in Barley(Grain) 46 1.56 72 18 placetoachievethey,,l shl inthe RYEtables. Bushels 4.For tobxm 10duction in the Piedmont"i,graphic. CaucesionfOld World Bluestein 3.4 Tons 48 165 41 irngation was assumetl to be ebbleba.whoraas,w (Hay) irrgetipn was aswmad in he Coastal Plain physiegraphn ragion.Tnis is icii—dance— Common Bermudegrass(Hayl 34TOna 46 165 42 s su,veys which show less than l5%-2o%err too 44 toWacrin the Coastal Pain is ing Corn lGrain)ated,vNe 7o to Bushels 0,69 69 M%of tobacco in the Piedmont receives some .,,at. Com Silage) 0Tons 11.6 0 0 c wi—North Dull-IntanganaY Nutrient Management Cotton Po9tla 0.1 49 10 Com a 2014.Realistic gelds and nitrogen application un factors for North Cerdiw cops realboir,lds.c,,nrsuedu Dalliegrass(Hay) 34Tons 48 165 45 Ihttpsyhealizbr.Yrelds.cesri—adu)North Ca,eM Some Fee—(Hay) 1.5Tons 48 71 23 University,North Caroline Department of Ag—rure and Consumer Services,North Carolne Department of Hybrid Bermudagrass(Hay) 4ATons 48 212 54 Environment and Natural Resources.Natual Resources Hybrid Bermudegrass overseaded Conservation Saw"Reaigh NC. with Rescuegrass(Hay) 5.1 Tons 48 247 70 Need help determining the soil to sabazYou can use our Mixed Cool Season Gress(Hay) 1Tons 48 47 14 map vara..of the WE database,,rated et go.nau edulyialds(hdtpy/go nos,edWyieNsl Oats(Grain) 59 1.23 72 15 Addi1-1 Guidance for speclahy crops can be fourd.I Bushels nutriammenagemod,vgrdo,as,ncsu.edu/orope Orehardgress(Hay) 1 Tons 48 47 14 !hope!/nurriambronegnnem.v erdpreas.nuu.adu/cropsll Peanuts 2156 Pounds 0 0 12 Pearl Millet(Hay] 3.9Tons 53 208 52 Pescuagress(Hay) 2.2Tons 48 106 25 Rye(Grainl BUehels 2,24 77 11 Small Grain(Silage) B 4Tons 11.9 76 34 Sorghum(Grain) 25 CWT 1.89 46 1B Sorghum(Silage) OTons B.1 0 0 Sorghum Sudan May) 34Tons 53 182 48 Soybeans(Doubt.Cropped- 21 S. 81 18 Manured) Bushels 21 Soybeans(Double Croppedl Bushels 0 0 16 Soybeans(Full Smarm-Manured) Suahels 3.ER 97 20 Soybeans(Full Soason) Bushels 0 0 20 Timothy Grass Way) OTons 48 0 0 Tobacco(Burley) 0 Pounds 0.06 0 0 Tobacco(Flue Cured) 2156 0.03 65 11 Pounds TrW.I.(Grainl Bu�els 1.67 75 16 Tropical Corn(Silage) OTons 7 0 0 Wheaf(Grain) Bushels 0.98 77 39 The NC Interagency Nutrient Management Committee(http://nulrientesoil.ncau.eduA is responsible for the development and maintenance of the Realistic Yield reporting tool. ®2023 NC State University Iverary me of arty ti,M.eapren or lml%ed.reaa,mrq tMxcurery.adepncy..1..N.. kmNsn.awea4sv u-wmgemres+era waive ro amatm sNauc SnursMlleao befabkviavra�ry aactJ.avan,mnssamW.a emrol othe,mmepesircuned br rery on this rte.TheINMCis ppnsLk MaINW:ng parodic updates mtM,x perms Mtra�nrwmulsyde,a.W,Iaetb mbmv wnNnt ry 19daugw 'm1i onp—oieln lhil111 con—-end uptom;e.NC So,.mere rorepexme;anmwmeby firer the alk,matkndoes mr or.11 fir tbndprty in, MB Yuu xl'm..kdpe Wt,ne ewr —o.such mtdn,ennmin Me on of the nformmm pn tMe sae Msii mmsnpur rasav4Ailny.NC sup Ub-1 snd the WMe do noteMax eM isrom-rrerr mm-Wtrheas Ne nuprwEed Download This Detasel Uryedafat ibles-feb-2020.zip1 f/ryadatatables-fetr2020.zip) Urvedantables-feb-2020.zip) Uryedafetables-fab-2020.zip) Uryedatetebles feb-2020,zip) Urya-dalatables-feb-2020.zip) EXTENSION uMh+M+.ces nmuedul 40 Realistic Yield Expectations for North Carolina Soils The North Carolina Realistic Yield Database is the productof an extensive data gathering and review process conducted by NC State University,the Natural Resource Conservaton Service,the North Carolina Department pi Agricuhu,e and Consumer Services,and the North Carolina Division of Soil and Water Conservation. In 1999,county-based representatives of each of the Start Here ab—med organizations were asked to collect yield data and make a reasoned judgement of the 1.SELECTA COUNTY: yields for various craps on each of the soils occurring Duplin County,NC in their county.These tla[a were collected from 87 responses,repo'coon9 93 counties.The data were than compared with available research data aM 2.SELECTYOUR SOIL Intensively reviewed bye panel of field agro,wmisls, qu8 Aulryville loamy fine send,0 to 6 percent slopes soil scientists and researchers familiar with the sells, crops and climatic conditions in each region.In r awing the data,the folbwing assumptions were SLOPE made-. *Use Representative SlopeTypicel of the Soil Map Unit 1.Reaisr:c YiaM Expectations should f✓e based on the O Use My slope:O .rage of the best 3 years in a 5year period Whirl cold be echinaol whhelirgh lave l of management CALCULAIE (top 20%of growers). 2.For sons tMt maybe mapped in muhple legions or In s1ighdyd4f.rant landscapes)for¢.amok,flood plans eEALSTIC wrossaoa u mterraces).-Realistic Yap,a re posed- YIELD IiRN ODGgN NIIA� EN RE`W ALe NCT the mast mmmon prevaifing condition,far that s,I aria." ea NF 0 ILDL4CRE1 va�as ratherREHD than the mostideal site for agricultural 4 ` ptoducuon. 3.For cols that are Somewtmt Poorly.Pooh.or Wry Bahiatimas(Hay) 47ons 49 196 46 Poeriv Doomed.."active ea,f.Ida ,.MU-- in Barley 61 1,58 96 23 place to achieve the pairs,shown in the RYE tables. Bushels 4.For rats—prod.cv.o in the Piedmont ph"icgraphic, Cauc.,lon/Old Weld Bluestem coed to be availabla,whereas no 4.STos 49 221 54 irrigation was essu (Hay) irrigation was assum.din the Coastal Plain Common eermutlaBrass)Hay) 4Tons d9 19fi 48 phys cItraphic Win,This is in accordance Moir s surveys which show Wasthan 15%-20%of tohacco in the Coastal Pain is irrigated.whoa 70 to Corn(Grainl Bushels O.7B 103 58 W%oI roosee n the Batmont,eca vas soma Corn)Silage) OTons 11.8 0 0 irrigation. Citation:Nonh Carolina lotan"Ire,N,trie,t Management Colton 700 ds D.11 77 14 Pou Committee.2011.Reaistic yiebs antl nitrogen appliutbn factors for Nonh Camino crops.nolislicyields adv Dalh,grass(Hay) 4Tons 49 196 52 IhmP./hcalistie/ie1...s.ncsu.edul North Cardin State F.—.(Hay) TETons 49 74 24 University,North Carol-Depertmentof Ag—hure antl Consumer Services,North Carerna D Nmrem of Hybrid Bermudegress(Hay) 5.STons 49 270 68 Environment and N.1-1 Resources,Natural Resources Hybrid Bermudegress-.,seeded Conservation Samoa.Ralargh NC. with Rescuegness(Hay) 5.5Tons 49 270 75 Nead help determining the soil to cribct We can use our Mixed Cool Season Grass(Hay) 1Tons 49 49 14 map version of the RYE darahaae,bated et go.res..edmyiebs r,"PI/go.rrau ediL/fieklsl Oats(Grain) 75 1,27 97 19 Addltiorel Guidance far sped,hy caws can be found w Bushels nutden[m.rragementwvrdwess.wseedWoro Orchardgmas Hay) 1 Tons 49 49 15 Ihtlpsl/n Wientmenagament.wortlprecs.npc.etlWuopa4 Peanuts Powds 0 0 14 Pearl Millet(Hay) 5T.s 54 270 67 Res6uegress(Hay) 2Tons 49 98 23 Rye(Gain) Bushels 2.32 1D4 15 Small Grain(Silage) 7Tons 12.2 85 38 Sorghum(Grain) 40 CVVT 1.94 78 30 Sorghum(Silage) OTons B.3 0 0 Sorghum Sudan(Hay) 4.5Tons 54 243 63 Soybean.(Doubt.Cropped. 25 3,98 1D0 20 Martinet) Bushels 25 Soybeans)Double Cropped) Bushels 0 0 20 Soybeans lFull Season-Manured) Bushels 30 3.98 119 24 Soybeans(Full Season) BusOhels 0 0 24 Timothy Grass(Hay) OTons 49 0 0 Tobacco(Burley) D Pounds 0.06 0 0 Tobacco(Flue Cured) 24DO Pounds 0.03 72 12 Triticale(Grain) Bushels 1.6 101 21 Tropical Corn(Silage) OTons 71 0 0 Wheat)Grain) Bushels 1.16 104 45 The NC Interagency Nutrient Management Committee Ihap'/lnutnen%soil.ncSU.edu/)is responsible for the development and maintenance of the Realistic Yeb reporting tool. ®2023 INC State University rem.pwcetl'm e'as a P4Nb mrv�wan me unq.rsvrNrp rNr NC score Uniwsih meearowarentiesol eM kiro.esyrem or,mnied,rogerarp rM aunxy.edzp,ary wlgiry W�shor caiMe[eress as a me inlmmaem arNNCaum NnII not ro lopb IoaM drat aidrzt canm4umuN,apxmiw oamr mmagesaruned pyrea0nnt Iron its use n misuse of rM mrormauon 1M 1NMC b rot respons�db la gwM:rq pe,ioJc uPdarn mare renpienu rm An inlormedaydeu WNe llw nbmstionm+m:mdw.Mn e.e she is mriodmry uPmteq ro maramee is --at. inM.xran Prvged in drys me n ...mnen, ....... end uptrWne.NC Aera mekea ro repasmmm a anneervdet me iMarremn Oom cot awaarm inlrrrge mudeeny inteaenmlpgpeMmnm.Mu acAnwNedpe rMi raeasgitlanceor such brmpemant in[M1e u»of the inlomurion on[M one sNareM�npr mapoM4lnY.NC Smu UmereMeM[M MMC oo roc.loom.erN Yoow'[a xmm Wr wlma roe Sera pov'ided. Downbad This Detrain Uryedatatablas-feb2020.7jp) Uryedatatables-fob-2D20.np) (ftyeEannables-leb2020 zip) Vryedatatables-feb2020.zip) Uryedatatables-feb-2020.zip) (/ryedahoables-fob-2020.ep1 Farm 3112 A1S310401 S Eecificotions: Pulls Sprayfields V A I-9a Traveler w/Komet Twin 140 Gun 3 w/1.1" Nozzle C) 40 PSI 990 GPM; 283.5' WD V 240' Lane Spacing (TYP) Wells �` ® Specifications: Solid Sets w/100 _ enninger 7025 Sprinklers Offsets II; w/#18 Nozzles @ 50 PSI ® 16.3 GPM/Sprinkler; 135' WD 80'x80' Spacing • —Full Circle Sprinkler Q • —Part Circle Sprinkler 1 H ,drant Acres 1 5.13 fl 2 1.55 ® ' 3A 2.05 3B 1.91 4A 1.79 2 4B 1.22 5A 3.91 5B 3.12 6A 5.50 6B 5.14 3B 3A Total 31.32 Total Field 2 = 7.96 Ac. Wetted = 5.51 Ac. Sub 2 = 2.45 Ac. Total Field 3 = 23.67 Ac. Wetted = 20.68 Ac. Sub 3 = 2.99 Ac. 14A 5B / 4B 5A 6B 6 A „ 7" GRAPHIC SCALE x` ' 400 0 200 400 eo0 ' 'i�yye7�f • ` ,� ( IN FEET ) /r 1 inch = 400 ft. 2023 AWS310401 N - LnA Riid .- ,h W E s ToA FoA �V S- M-W WoA NoB MkA SnB F0A m- NoA ti Au8 M_�y WoA Onel/lap NC znterfor ,eagr-aphic+Info'r a`+ s+s 91`1 0 Olk ti n013IC An yE ii Property Line NRCS Soils 3112 0 305 610 1,220 Feet NHD Flowline NHD Waterbody I r Connector Playa Sr 1900 Ditch Ice Mass 1330 Lanefield Rd 1 in = 0.11 miles 1:6,680 Pipeline Lake/Pond Warsaw, NC 28398 Stream Reservoir -- Artificial Path Swampmarsh Longitude: -78.030295 This Map Was Created By Garrett Melvin on 412912015 Latitude: 34.933586 Using Data From USDA, USGS, NC OneMap,Duplin County G1S, Coastline Estuary NC-DENR, and The Murphy-Brown LLC Engineering Dept. I CD • y,y ,At cu � m goort Z O Q . _ �LLJ s Ca m o 0) (.0 N s— L Cl M O Q_ 4 — cu Q � _O O M O N M v Animal Waste Management Plan Certification (Please type or print all information that does not require a signature) Existi0 or. New' or Expanded (please circle arie) General Information: Name of Farm: Farm 3112 Facility No: 31-401 Owner(s) Name: Murphy-Brown, LLC Phone No: 910-293-3434 Mailing Address: PO Box 856 Warsaw, NC 28398 Farm Location: County Farm is located in: Duplin Latitude and Longitude: Integrator: Murphy Brown Please attach a copy of a county road map with location identified and described below(Be specific: road names, directions, milepost, etc.): Follow Hwy 903 towards Delway, continue for 12 miles to Magnolia turn left at 1st crossroads oast 140. Go to 2nd road to left and turn left onto SR 1900. Follow for 2.00 miles to farm entrance on left. Operation Description: Type of Swine No.of Animals Type of Poultry No.of Animals Type of Cattle No.of Animals 0 Wean to Feeder 0 Layer Dairy El Feeder to Finish 0 Pullets Beef Ltd Farrow to Wean 2411 El Farrow to Feeder (] Farrow to Finish Wean to Finish 0 Gilts E3 Boars nd'0 t7rt1 Prevlorfs Deslgn.Cpa+^aty Addikonaf Design Capaaffy.: . ..:.::'. .1 ofal, slgn:Capacily Acreage Available for Application: 35.65 Required Acreage: 35.65 Number of Lagoons/Storage Ponds: 1 Total Capacity: 1,545,613 Cubic Feet(ft3) Are subsurface drains present on the farm: Yes or I No (please circle one) If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one) Owner/Manager Agreement I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I (we)understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed)within 60 days of a title transfer. Name of Land Owner: Mur4y Brown, LLC Signature: Date: Name of Mana rent from owner): Signature: I Date AWC-- August 1, 1997 1 Technical Specialist Certification I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named above has an animal waste management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA-Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are included in the plan as applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are technically competent. 11.Itappropriale fication of Design A) Storage, Treatment System Che box sting facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity: storage capability consistent with waste utilization requirements. p New, expanded or retrofitted facility (SD) Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have been designed to meet or exceed the minimum standards and specifications. Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address(Agenc P.Q. Box 85 ,W r aw, NC 2839E Phone No.:(910)293-3434 Signature: Date: k O -q— B) Land Application Site (WUP) The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable for waste management hydraulic and nutrient loading rates. Name of Technical Specialist (Please Print): Toni King Affiliation Murphy-Brown, LLC Date Work Completed: Address(Agency P.Q. Box 856,Was , NC 2839E Phone No.: 910 293-3434 Signature: , Date: lO -ct =? I C) Runoff Controls from Exterior Lots Check the appropriate box Lam' Facility without exterior lots (SD or WUP or RC) This facility does not contain any exterior lots. 0 Facility with exterior lots (RC) Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance with technical standards developed by NRCS. Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address (Agency P.O. Box 856 Was , NC 2839E Phone No.. 910)293-3434 Signature: C.�_ Date: IQ - Z.QD IQ AWC--August 1, 1997 2 D). AnNication and Handling Equipment Check the propdate box Existing or expanding facility with existing waste application equipment(WUP or 1) Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates. A schedule for timing of applications has been established; required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan). ❑ New, expanded or existing facility without existing waste application equipment for spray irrigation. (1) Animal waste application equipment specified in the plan has been designed to apply waste as necessary to accommodate the waste management plan: (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been established: required buffers can be maintained: calibration and adjustment guidance are contained as part of the plan). ❑ New, expanded or existing facility without existing waste application equipment for land spreading not using spray irrigation. (WUP or 1) Animal waste application equipment specified in the plan has been selected to apply waste as necessary to accommodate the waste management plan: (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has been established; required buffers can be maintained: calibration and adjustment guidance are contained as a part of the plan). Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address(Agen ): P.O. Box 56, arsaw, NC 2839E Phone No.: 910 293-3434 Signature: Date: I O—ct —Z L-]I E) Odor Control Insect Control Mortality Managemgrit and Emergency Action Plan SD. SI, WUP. RC or 1) The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility. Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address(Age n ): P.O. Box 56, saw, NC 2839E Phone No.: 91 D 293-3434 Signature: Date: O — __A F) Written Notice of New or Expanding Swine Farm The following signature block is only to be used for new or expanding swine farms that begin construction after June 21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded I (we)certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who own property located across a public road, street or highway from this new or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805, A copy of the notice and a list of property owners notified is attached. Name of Land Owner: Signature: Date: Name of Manager(if different from owner): Signature: Date AWC--August 1, 1997 3 III. Certification of Installation A)Collection, Storage, Treatment Installation New, exaanded or retrofitted facility (SI) Animal waste storage and treatment structures,such as but not limited to lagoons and ponds, have been installed in accordance with the approved plan to meet or exceed the minimum standards and specifications. For existing facilities without retrofits, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address(Agency): Phone No.: Signature: Date: B) Land Application Site(WUP) Che7�The prate box cropping system is in place on all land as specified in the animal waste management plan, I] Conditional Approval: all required land as specified in the plan is cleared for planting: the cropping system as specified in the waste utilization plan has not been established and the owner has committed to establish the vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for compliance with the waste utilization plan. Also check this box if appropriate If the cropping system as specified in the plan can not be established on newly cleared land within 30 days of this certification, the owner has committed to establish an interim crop for erosion control: Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address(Agent I',0. Box 85Ei W r w, NC 2839E Phone No.: 910)293-3434 Signature: Date: fl --q — Q L This following signature block is only to be used when the box for conditional approval in III. B I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an enforcement action from DEM. Name of Land Owner: Signature: Date: Name of Manager(if different from owner): Signature: Date AWC--August 1, 1997 4 C) Runoff Controls from Exterior lots (RC) Facili*v with exterior lots Methods to minimize the run off of pollutants from lounging and heavy use area have been installed as specified in the plan. For facilities without exterior lots, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address(Agency): Phone No. Signature: Date: D) Application and Handling E ui ment Installation (WUP or 1) Check the apptop V14Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and adjustment materials have been provided to the owners and are contained as part of the plan. [] Animal waste application and handling equipment specified in the plan has not been installed but the owner has produced leasing or third party application and has provided a signed contract: equipment specified in the contract agrees with the requirements of the plan: required buffers can be maintained: calibration and adjustment guidance have been provided to the owners and are continued as part of the plan. 0 Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased and will be on site and installed by (month/day/year); there is adequate storage to hold the waste until the equipment is installed and until the waste can be land applied in accordance with the cropping system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are contained as part of the plan. Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address (Agenc : P.O. Box 856 Wa s w, NC 2839E Phone No.: 910 293-3434 Signature; Date: IQ-q- The following signature block is only used whe he box for conditional approval in III D above has been checked. I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my (our)waste management plan and will submit to OEM a verification of delivery and installation from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me(us) to an enforcement action from OEM. Name of Land Owner: Signature: Date: Name of Manager(if different from owner): Signature: Date E)Odor Control, Insect Control and Mortality Management(SD. S1, WUP, RC or I) Methods to control odors and insects as specified in the Plan have been installed and are operational, The mortality management system in the Plan has also been installed and is operational. Name of Technical Specialist(Please Print): Toni W. King Affiliation Murphy-Brown, LLC Date Work Completed: Address (Age P.O. Box 856,W rsaw, NC 2839E Phone No.: 910 293-3434 Signature: Date: — — 1 AWC --August 1, 1997 5 Please return the completed form to the Division of Water Quality at the following Address: Department of Environment Health and Natural Resources Division oYWater Gality Water Quality Section, Compliance Group P.O. Box 29535 Raleigh, NC 27626-0535 Please remember to submit a copy of this form along with the complete Animal Waste Management Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste Management Plan. AWC--August 1, 1997 6 Grower: ]Designed y: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 10/24/14 County: Du lin Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION Farm Population: Nursery: ------------------ 0 Wean to Finish: ------------------- 0 Finishing: ------------------ 0 Farrow to weanling: ------------------- 2411 Hd. Farrow to feeder: ________------- 0 Farrow to finish: -------__________ 0 Boars: ----------------- 0 Storage Period: -----—----------- 180 Days 25 Yr./24 Hr Storm Event --------------- 7.5 In. "Heavy Rain"Factor Rainfall in Excess of Evaporation ----------------- 7.0 In. Additional Water Usage: ------------------ 0 Additional Drainage Area: ---------------- 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (Y/N)--------w N 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) Inside Top Length: 835.0 Ft. Inside Top Width: 215.0 Ft. Top of Dike Elevation: ---------------- Depth 52.20 Ft. Finished Bottom Elevation: —-------------- 12.00 Ft. 40.20 Ft. Start Pump Elevation: ---------------- 19.92 In. 50.54 Ft. Stop Pump Elevation: ----------- 48 In. 48.20 Ft. LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D. Storm Stor= 112203 (Cu.Ft.) 112,736 (Cu.Ft.) 100.47% Temporary= 359666 (Cu.Ft.) 379,381 (Cu.Ft.) 105.48% Permanent= 1043963 (Cu.Ft.) 1,063,496 (Cu.Ft.) 100.91% Total Volume= 1,616,832 (Cu.Ft.) 1,646,613 (Cu.Ft.) 101.96% 112 Treatment Volume= 521,982 (Cu.Ft.) 112 Treatment Volume Elevation = 44.58 Ft. 91.46 In. 90 Temporary Storage Volume Elevation= 49.14 Ft. 36.75 In. Min. Required Liner Thickness ---------------- 1.8 Ft. Lagoon Surface Area: (Inside TOD) ------------------ 179,525 S.F. Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 Grower., 3112 Designedy: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 10/24/14 County: Duplin Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS BASE VOLUME: I icu. Ft. LAGOON STAGE-AREA VOLUMES Contour Elevation (FT.) Area (SF) Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 40.20 109,109 0 41.00 113,481 89,036 89,036 42.00 119,010 116,246 205,282 43.00 124,612 121,811 327,093 44.00 130,286 127,449 454,542 45.00 136,031 133,158 587,700 46.00 141,849 138,940 726,640 47.00 147,738 144,794 871,434 48.00 153,700 150,719 1,022,153 49.00 159,734 156,717 1,178,870 50.00 165,839 162,786 1,341,656 51.00 172,017 168,928 1,510,584 52.00 178,266 175,142 1,685,726 52.20 179,525 35,779 1,721,505 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 1,515,832 CF CUMULATIVE YOL. ZONE VOL. 101.96% END PUMP = = = = 48.20 FT 1,053,496 CF TR`MT 1,053,496 100,91% START PUMP = = : 50.54 FT 1,432,877 CF TEMP 379,381 105.48% MAX STORAGE = 51.20 FT 1,545,613 CF STORM 112,735 100.47% Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 Grower: 3112 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 2839B Date: 10/24/14 County: Duplin Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: AnEma! Type Capacity A (cu.tt./ib) = Tota' Nursery 0 30 1.00 0 Wean to Finish 0 115 1.00 0 Finishing 0 135 1.00 0 Farrow to weanling 2,411 433 1.00 1,043,963 Farrow to feeder 0 522 1.00 0 Farrow to finish 0 1,417 1.00 0 Boars 0 400 1.00 0 Total Required Treatment Volume (cu.ft.)= 1,043,963 Sludge Storage Volume: Animal Type Capacity cu. . = Total] Nursery 0 30 0.00 0 Wean to Finish 0 115 0.00 0 Finishing 0 135 0.00 0 Farrow to weanling 2,411 433 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.)= 0 Temporary Storage Volume: Manure Production: nimai Type Capaco Sto. Period J./day)=Total Nursery 0 180 0.30 0 Wean to Finish 0 180 1.17 0 Finishing 0 180 1.37 0 Farrow to weanling 2,411 180 4.39 1,906,972 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 180 14.38 0 Boars 0 180 4.06 0 Total Manure Production (gals.)= 1,906,972 Total Manure Production (cu.ft.)= 254,943 Excess Fresh Water: rnma F Type Capacity Sto. Period J./day) =Total Nursery 0 180 0.00 0 Wean to Finish 0 180 0.00 0 Finishing 0 180 0.00 0 Farrow to weanling 2,411 180 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.)= 0 f Total Fresh Water Excess(cu.ft.)= 0 Murphy-Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 (910) 293-3434 Grower: 3112 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 10/24/14 County: Duplin Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area+Additional Drainage Area)*Rainfall/12in./ft Vol.= (179525 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 104,723 Storm Storage: Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*25Yr.124Hr. Storm(in)/12in.lft. Vol.= (179525 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 25Yr.124Hr.Storm Event(cu.ft)= 112,203 "Heavy Rain"Storage: Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain" Factor(in)! 12in./ft. Vol.= (179525 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. 124Hr. Storm+'Heavy Rain')= 112,203 (CU.FT) Total Required Temporary Storage (Manure Prod. + Excess Fr. Water+ Rainfall Excess+Additional Water Storage) = 359,666 (CU.FT) Total Required Permanent Storage (Treatment+ Sludge)= 1,043,963 (CU.FT) TOTAL REQUIRED VOLUME- 1516832(CU.FT.) Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3434 Grower: 3112 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 10/24/14 County: Duplin Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation ----—---------- 52.20 FT. Emergency Spillway Crest Elevation -----------_------ Not Al Applicable Top of 25Yr./24Hr. Storm Storage ------------------- 51.20 FT. Top of"Heavy Rain"Storage ------------------- Not Applicable Start Pump Elevation ------------------- 50.54 FT. End Pump Elevation ------------------- 48.20 FT. Top of Sludge Storage ----------------- Not Applicable Seasonal High Watertable Elev ------------------- 0.00 Finished Bottom Elevation ----_---_-____ 40.20 FT. Inside Top Length ------------------ 835.00 FT. Inside Top Width ------------------- 215.00 FT. Side Slopes ------------------ 3:1 H:V Lagoon Surface Area ------------------- 179,525 SF Min, Liner Thickness(if required) ----------------- 1.8 FT. Freeboard Depth ------------------- 1.00 FT. Temporary Storage Period ---—-------------- 180 Days TOTAL DESIGN VOLUME= 1545613 (CU.FT.) Zone Depths: Treatment/Sludge Storage Zone Depth----------- 8.0 FT. Temporary Storage Zone Depth ----------- 2.3 FT. Freeboard/Storm Storage Zone Depth ---—------ 1.7 FT. Total Lagoon Depth ----------- 12.0 FT. Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3434 N two mfnT- ,r I- Y p o 0 a 0) V O M Q)U} . N _ If ' 000w of � N 2 4 U) U I 0 O {Cy II p N N r, > N 04 W O O 11 W II II > W W > W Obi W (9 W m W W cn W W N O Y 0 F- 00 U 0 In E- a IL U) a o ro > O LL w � m w 0 a U a o ca F- O O O = LO z ~ R ~ o z N ca 4 0 rn coo N cM o O Co C 0 m CO ` = Lod co .,J N W J C ' a a w L• J (9 ¢ U Cl) W J O Grower: 3112 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 10/24/14 County: Duplin 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. ,``����ti��iiirrr�� N C'�R�'% NOTE: See attached Waste Utilization Plan •OFESSi ' p�i�� SSA o�"•.2 " L DESIGNED: 023994 DATE: .`V Q / :,'9� •G1NE ,•'\: O S I�G�-� COMMENTS: This design is update of animal type. This design does not supersede the original certification of the farm. Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3434 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. *Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual 1 OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant(such as wintertime for bermudagrass) or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter 1 early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year,24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: • Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. • Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices_ This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes,and Overflow Pipes -- look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 2 Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment-- look for: 1. settlement, cracking, or"jug" holes 2. side slope stability-- slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to finer damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps --check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. • Surface water diversion features are designed to carry a!/ surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height 3 Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a. lagoon, the better the. lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. 4 • 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 permanent storage level and the full temporary storage level. • Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (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 1 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. • Don not pump the lagoon liquid level lower than 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: 5 • proper lagoon sizing, • mechanical solids separation of flushed waste, • gravity settling of flushed waste solids in an appropriately designed basin, or • minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: • have more nutrients, • have more odor, and • require more land to properly use the nutrients. Removal techniques: • Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large- bore sprinkler irrigation system onto nearby cropland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil-test phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. 6 The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: • Modification of the lagoon structure--an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels--high levels are a safety risk. • Failure to inspect and maintain the dam. • Excess surface water flowing into the lagoon. • Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. 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. 7 EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910) 796.7215 EMERGENCY MANAGEMENT SERVICES (EMS) (910) 296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910) 296-2160 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910) 296-2120 COOPERATIVE EXTENSION SERVICE (CES) (910) 296-2143 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave 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. 8. 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. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks- possible action: a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b) If holes are caused by burrowing animals. trap or remove animals and fill holes and compact with a clay type soil. c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 1 I' 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? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, After hours, emergency number: (919) 733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of 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 MRCS 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. 5. 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: (910)293-3434 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?5 2007 ITI � CDCD o I CDCD w o z 0 CD CD CD ITI e 9 CD COD CD CD o CD CD CD rE C arqCD ° n O C h CD O• y CD k CA a Fx-1 F-I lo�' A) 00 0 pdjoo y CA 0 0 w 0 CD Coo' d o �• � o r" CD CD a, CD • 00 as as • O c . 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G G 7 / / - / $ 0 > / / 9 / \ c j c \ / \ m 2 _ = n / k / / / e 03 > = — CD 7 � ] : _. _ 3 = \ \ K K / / k ^ 0- CU 0 � � $ n ® 7 $ § D Ln $ 0 2 $ K R \ 2 � y � \ / aj � � ° 2 2 2 2 < CL 0 ° f ® ® % W ° / / > § 2 0 9 q \ _ = g g r ] � g e � $ § / / \ / ƒ = 0 ƒ _ & > m CL D n m 0 rD \ \ 0 / , \ n ƒ \ } $ } � A m / $ . R 0 > 0 0 � / � / r+rD j ( 7 9 3 ~ ) J rD d $ <n » � § G G $ m C 0 d d d ( 7 % $ $ q ƒ• ( ■ 5 5 5 5 5 § q m 2. 0 CL k CL 0- D n n n 2 0 e m 2 g G b c@@@ _ ] ■ @ \ k k k k t $ ' < 0 0 0 0 0. k k k 0. w Eu < < < < _ = c c c 7 0 . r / k fD 0 / 0 \ / � J S ƒ � � m P-j Ln 0 w e 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 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 beat least one foot above the seasonal high water table.Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. 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. El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the 1:1NC Department of Agriculture&Consumer Services(G.S. 106-549.70). Any method which, in the professional opinion of the State Veterinarian,would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of Farm Owner/Manager Date Signature of Technical 5 cialist Date