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HomeMy WebLinkAbout660022_Permit Renewal Application 2019_20190410State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these pennits, 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 Per nittee. 1. Fann Number: 66-0022 Certificate Of Coverage Number: AWS660022 2. Facility Name: Farm 8532 3. Landowner's Name (same as on the Waste Management Plan): Murphy -Brown LLC 4. Landowner's Mailing Address: PO Box 856 City: Warsaw State: NC Zip: 28398-0856 Telephone Number: 910-293-3434 Ext. E-mail: kraigw&Lrb,..,k@,muphyb,e..,Jl.,....,,. K s�12-s\-e nc Str` Vv.c-.e.\c1.L3re- 5. Facility's Physical Address: City: State: Zip: 6. County where Facility is located: Northampton 7. Faun Manager's Name (if different from Landowner): David C Nordin 8. Fann 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): Earl A. Queen 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 1,446 Operation Types: Phone No.: 252-578-0904 OIC #: 22409 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 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) LAGOON 19a3 MO.\ k41t \op, f6,� Iq,2- iy6of 1 )o1L3� Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with thi completed and signed application as required by NC General Statutes 143-215.10C(d) to the 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, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and entail one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov 1 attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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): Ll� rue: Ouvhe...Y Date: -- 14n Name: Title: Signature: Date: Name: Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-D W R Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@nedenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 Animal Waste Management Plan Certification (Please type or print all information that does not require a signature) (Existing for New or Expanded (please circle one) General Information: Name of Farm: Farm 8132 Owner(s) Name: Mailing Address: Farm Location: Northampton Latitude and Longitude: Integrator: Please attach a copy of a county road map with location identified and described below (Be specific: road names, directions, milepost, etc.): From NC stateline NC-35 for 6.4 mile, turn left on Deloatch Mill, go 1.1 mile turn right to stay on Deloatch Mill. Go 1.0 mile and take the first left onto US158, go 1.3 miles and turn left onto Barrett Cabin Rd. Go 2.5 miles to entrance on the left. Operation Description: Type of Swine ❑ Wean to Feeder ❑ aetoFinish Farrow Farrowow W to Wean Farrow to Feeder Farrow to Finish Wean to Finish Gilts Boars No. of Animals 1446 Type of Poultry ❑ Layer ❑ Pullets No. of Animals Type of Cattle E Dairy ❑ Beef No. of Animals Expanding Operation Only Previous Design Capacity Additional Design Capacity Total Design Capacity Acreage Available for Application: 135.53 Required Acreage:t 4td ;i 52.1 Number of Lagoons / Storage Ponds: 1 Total Capacity: )96,F, 2 Cubic Feet (ft3) Are subsurface drains present on the farm: Yes or No (please circle one) If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one) ********************************************************4*************it* **4felt* ********* IF* ****4********************4**********44*****it* 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: MurphC, Name of Manager (if dif efrom owner): Signature: Signature: Murphy Brown, LLC P.O. Box 856 Warsaw, NC 28398 County Farm is located in: Facility No: 66-22 Phone No: 910-293-3434 Murphy Brown Date: —y''1013 AWC -- August 1, 1997 1 Date Technical Specialist Certification I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005. I 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, I), the technical specialist should only certify parts for which they are technically competent. II. Certification of Design A) Collectio torage. Treatment System Check th propriate box Existing facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity: storage capability consistent with waste utilization requirements. I=1 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.O. Box 856 Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: A.n fir. Date: q- 2-DAD \"3 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.O. Box 856, Warsaw, NC 2839E Phone No.: (910 293-3434 Signature: ort t,� t_n_c- Date: �- 3 -,LO13 C) Runoff Controls from Exterior Lots Check the appro ' to box 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 Mur hy-Brown, LLC Date Work Completed: Address (Age y): .P.O. Box 56, N%rsaw, NC 2839E Phone No.: pip) 293-3434 Signature: �N `— in e Date: `A - S -,)--0 t 1 AWC - August 1, 1997 2 D). Applica'en and Handling Equipment Check rh ppropriate box Existing or expanding facility with existing waste application equipment (WUP or I) 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 I) 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 8 6, a aw, NC 2839E Phone No.: (910) 293-3434 Signature: Date: q _3 - DS) ) 5 E) Odor Con rol, Insect Control Mortality Manag ent and Emergency Action Plan (SD. SI, WUP, RC or 11 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 (Agen ): P.O. Box 6, �saw, NC 2839E Phone No.: (910) 293-3434 Signature Date: C k— -O ) F) Written Notice of New or Expanding Swine F rm 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 Ill. Certification of Installation A) Collection, Storage, Treatment Installation New. expanded 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) Check the appropriate box The cropping system is in place on all land as specified in the animal waste management plan. 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 (Age y): P.O. Box 58, afsaw, NC 2839E Phone No.: (910) 293-3434 Signature: c Date: 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) Facility 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 Equipment Installation (WUP or I) Check the appropriate bt Animal 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 Murph -Brown, LLC Date Work Completed: Address (Agent P.O. Box 8 W w s NC 2839E Phone No.:(910)293-3434 Signature: 0,t,. , 1. ) t„_\ Date: el •3 •Z.atS The following signature block is only used when the box for conditional approval In III D above 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 DEM 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 DEM. Name of Land Owner: Signature: Date: Name of Manager (if different from owner): Signature: Date E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I) Methods to control odors and insects as specified in the Plan have been installed and are operational. The Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy -Brown, LLC Date Work Completed: Address (Ag cy): P.O. B r 85 , Warsaw, NC 2839E Phone No.: 910)293-3434 Signature:4 _ Date: j — 15 AWC -- August 1, 1997 5 Please return the completed form to the Division of Water Quality at the following Address: Department of Enyivrirormentltealth and Natural Resources si n of Water Qu@littyv Water Quality 8cUsn,g� Dliarfce Group Raleigh, C�2 5-0535 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 Murphy -Brown, LLC 8/30/2017 NUTRIENT UTILIZATION PLAN 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 Grower(s): Murphy -Brown, LLC dba Smithfield Hog Production Farm Name: 8532; AWS660022 County: Northampton Permit Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish Gilts Boars 1446 Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days 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, ft', tons, etc.): Capacity Type Waste Produced per Animal Total 1446 Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder 3203 gal/yr 3861 gal/yr 10478 gal/yr 191 gal/yr 776 gal/yr 927 gal/yr 1015 gal/yr 2959 gal/yr 4,631,538 gal/yr gal/yr gal/yr gal/yr gal/yr gal/yr gal/yr gal/yr Wean to Finish Feeder to Finish Gilts Boars Total 4,631,538 gal/yr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity Type Nitrogen Produced per Animal Total 1446 Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish Gilts Boars 3.84 lbs/yr 6.95 Ibs/yr 18.86 lbs/yr 0.34 Ibs/yr 1.4 lbs/yr 1.67 Ibs/yr 1.83 Ibs/yr 5.33 lbs/yr 5,553 bs/yr bs/yr bs/yr bstyr bs/yr bstyr bstyr bs/r Total 5,553 (bstyr 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: Total N Required 1st Year: Total N Required 2nd Year: Average Annual Nitrogen Requirement of Crops: Total Nitrogen Produced by Farm: Nitrogen Balance for Crops: 41.65 11883.14 10835.05 11,359.10 5,552.64 (5,806.46) 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. 2 of 11 Reception Area Specifications Year 1 of a 2 year crop rotation Tract Field Irrigated Soil 1st Crop Time to 1st Crop let Crop Lbs N/Ac Lbs N Total Ibs N Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N Code Apply Yield Ibs NfUnit Residual /Ac Utilized Total Lbs N/Ac Total Ibs N Utilized 183 P1 2.33 Altavista C Mar -Sept 6.00 46.00 276.00 643.08 L Sept -Apr 1 50 50.00 116.50 326.00 759.58 183 P2 12.75 Altavista C Mar -Sept 6.00 46.00 276.00 3519.00 L Sept -Apr 1 50 50.00 637.50 326.00 4156.50 183 P3 5.65 Bonneau C Mar -Sept 5.40 49.00 264.60 1494.99 L Sept -Apr 1 50 50.00 282.50 314.60 1777.49 183 1 3.16 Bonneau D Feb15-June 100.00 1.02 15 87.00 274.92 N Sept -Apr 44 2.32 102.08 322.57 189.08 597.49 183 SubA-D 6.73 Altavista C Mar -Sept 6.00 46.00 276.00 1857.48 L Sept -Apr 1 50 50.00 336.50 326.00 2193.98 183 Sub E-F 1.94 Bonneau D Feb15-June 100.00 1.02 15 87.00 168.78 N Sept -Apr 44 2.32 102.08 198.04 189.08 366.82 183 Sub G 2.49 Bonneau C Mar -Sept 5.40 49.00 264.60 658.85 L Sept -Apr 1 50 50.00 124.50 314.60 783.35 183 H 6.60 Bonneau 0 Feb15-June 100.00 1.02 15 87.00 574.20 N Sept -Apr 44 2.32 102.08 673.73 189.08 1247.93 Totals: 41.65 9191.30 2691.84 11883.14 3(a) of 11 Reception Area Specifications Year 2 of a 2 year crop rotation Tract Field Irrigated Soil lst Crop Time to lst Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Code Apply Yield Ibs N/Unit Residual /Ac Utilized Total Lbs N/Ac Total Ibs N Utilized 183 P1 2.33 Altavista C Mar -Sept 6.00 46.00 276.00 643.08 L Sept -Apr 1 50 50.00 116.50 326.00 759.58 183 P2 12.75 Altavista C Mar -Sept 6.00 46.00 276.00 3519.00 L Sept -Apr 1 50 50.00 637.50 326.00 4156.50 183 P3 5.65 Bonneau C Mar -Sept 5.40 49.00 264.60 1494.99 L Sept -Apr 1 50 50.00 282.50 314.60 1777.49 183 1 3.16 Bonneau 0 Apr-Sept15 25.00 3.98 99.50 314.42 0.00 0.00 99.50 314.42 183 Sub A-D 6.73 Altavista C Mar -Sept 6.00 46.00 276.00 1857.48 L Sept -Apr 1 50 50.00 336.50 326.00 2193.98 183 Sub E-F 1.94 Bonneau 0 Apr-Sept15 25.00 3.98 99.50 193.03 0.00 0.00 99.50 193.03 183 Sub G 2.49 Bonneau C Mar -Sept 5.40 49.00 264.60 658.85 L Sept -Apr 1 50 50.00 124.50 314.60 783.35 183 H 6.60 Bonneau 0 Apr-Sept15 25.00 3.96 99.50 656.70 0.00 0.00 99.50 656.70 OPTIONAL CROPS - (Grain Sorghum for Soybeans) 183 1 Bonneau M Mar15-Aug 39.00 1.94 75.66 0.00 183 Sub E-F Bonneau M Mar15-Aug_ 39.00 1.94 75.66 0.00 183 H Bonneau M Mar15-Aug_ 39.00 1.94 75.66 0.00 183 Any Row Crop Any CC Sept -Apr 1.00 30.00 30.00 0.00 Note: Amount applied to cover crop must be deducted from following crops starting PAN rate. Totals: 41.85 9337.55 1497.50 10835.05 3(b) of 11 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 A B C B/C D E F G H J K L M N 0 P S CC Crop Barley Grazed Hybrid Bermudagrass Hybrid Bermudagrass Hay Comb. Hybrid Bermudagrass Corn - Grain Corn - Silage Cotton Grazed Fescue Fescue Hay Oats Rye Grazed Overseed Overseed Hay Grain Sorghum Wheat Soybean Pine Trees Small Grain Cover Crop Description -Harvested As Grain Crop Pasture/Grazed Hay Graze/Hay Combination Grain Crop Silage Cotton Lint Pasture/Grazed Hay Grain Crop Grain Crop Pasture/Grazed (Seeded in Bermudagrass) Hay (Seeded in Bermudagrass) Grain Crop Grain Crop Grain Crop Pine Trees Grain Crop/ Hay (After Grain 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. 4 of 11 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 1446 Farrow to Wean 0.8 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 1156.8 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 1156.8 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 5784 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 19 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 46.272 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 183 P1 Altavista C 0.5 1 183 P2 Altavista C 0.5 1 183 P3 Bonneau C 0.75 1 183 1 Bonneau D 0.75 1 183 Sub A-D Altavista C 0.5 1 183 Sub E-F Bonneau D 0.75 1 183 Sub G Bonneau C 0.75 1 183 H Bonneau D 0.75 1 6of11 Additional Comments: This plan revised to reflect a crop change from row crops to bermuda hay with overseed for P3, and to update the production and application rates to the current rates as listed on the NCSU Nutrient Management website. 7 of 11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 8532; AWS660022 Owner: Murphy -Brown, LLC dba Smithfield Hog Production Manager: Owner/Manager Agreement: I/we understand and will follow and implement the specifications and (he 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 NCDWR upon request. Name of Facility Owner: urphy-Brown, LLC db mithfield Hog Production • E Signature: Name of Manager (if different from owner): Signature: A'-50-i7 Date Name of Technical Specialist: Affiliation: Address: Signature: Date M. Kevin Weston Smithfield Hog Production Division 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Date 8 of 11 NUTRIENT UTILIZATION PLAN 1 2 REQUIRED SPECIFICATIONS 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. 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. 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). Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9 of 11 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 annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the 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 Farm 8532 Fac. No.: 66-22 Scale: 1 "=400' Total Field A—D = 21.81 Ac. Sub Field A—D o 6.73 Ac. Total Field E—F = 5.10 Ac. Sub Field E—F = 1.94 Ac. Total Field G — 8.14 Ac. Sub Field G = 2.49 Ac. P3 2.91 Ac. w/o End Gun 5.65 Ac w/End Gun Total Field H = 7.17 Ac. Total Field H less setback = 6.60 Ac. P1 1.53 Ac. w/o End Gun 2.33 Ac w/End Gun Wdl. •/I00' ofMI. Specifications: Pivot P1 — Reinke 175' Machine Length w/90' End Gun Radius Pivot P2 — Volley 401.7' Machine Length w/90.3' End Gun Radius Pivot P3 — Zimmotic 201' Machine Length w/90' End Gun Radius Pull 1 — 3" Traveler w/300' WD Ccni r of Hama w/200' offset Well •/100' offset j AWS660022 Property Line NHD Flowline — Connector - Ditch - - - Pipeline —•- Stream — — Artificial Path — Coastline NRCS Soils NHD Waterbody Playa Ice Mass Lake/Pond Reservoir Swampmarsh Estuary NC OrieMapfNCCenter`(Or eggrapnic Information'an Board Farm 8532 1347 Barrett Cabin Rd Murfreesboro, NC 27855 Longitude: -77.137002 Latitude: 36.475195 0 387.5 775 1,550 Feet 1 I 1 I 1 1 1 1 in = 0.13 miles 1:8,440 This Map Was Created By Garrett Melvin on 4/29/2015 Using Data From USDA, USGS, NC OneMap, Northampton County GIS, NC-DENR, and The Murphy -brown LLC Engineering Dept. Grower: Farm 8132 Address: PO Box 856 Warsaw, NC 28398 County: Northampton Designed By: KBW Checked By: DSE Date: Sheet 1 of 7 09/03/13 ANAEROBIC FARM INFORMATION Nursery: Wean to Finish: Finishing: Farrow to weanling: 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: WASTE LAGOON DESIGN Farm Population: Not Applicable LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? Does Operator Want Emergency Spillway? Was This Design Built Prior to Sept. 1996? Is Drain Tile Req'd to Lower SHWT? Seasonal High Water Table Elev: Freeboard: Emergency Spillway Flow Depth: Side Slopes: (Y/N) Y (Y/N) N (Y/N) 7/31/1996 Y (Y/N) N Not Applicable From Lagoon Volume Check Contours contour areas see sheet 2 of 7... Top of Dike Elevation: Depth Finished Bottom Elevation: BOTTOM E 10.13 Ft. Start Pump Elevation: 19.2 In. Stop Pump Elevation: 65.16 In. LAGOON VOLUME REQUIRED VOL„ Storm Stor = Temporary = Permanent = Total Volume = 106574 (Cu.Ft.) 264248 (Cu.Ft.) 626118 (Cu.Ft.) 996,939 (Cu.Ft.) DESIGN VOLUMES 108,283 (Cu.Ft.) 641,028 (Cu.Ft.) 667,326 (Cu.Ft.) 1,416,637 (Cu.Ft.) 1/2 Treatment Volume = 1/2 Treatment Volume Elevation = 90 Temporary Storage Volume Elevation = 313,059 (Cu.Ft.) 91.12 Ft. 95.97 Ft. Min. Required Liner Thickness Lagoon Surface Area: (Inside TOD) 0 0 0 1446 Hd. 0 0 0 180 Days 6.7 In. 7.0 In. 0 0 0.00 1.0 Ft. 3 :1 (H:V) 0.0 0.0 98.63 Ft. 88.50 Ft. 97.03 Ft. 93.20 Ft. REQ'D, 101.60% 242.59% 106.58% 142.10% 90.11 In. 31.95 In. 1.5 Ft. 190,878 S.F. Murphy -Brown LLC Enaineerina P.O. Box 856 .Warsaw. NC 28398 (910) 293-3434 Elevation (FT ) 91.00 92.00 93.00 94.00 95.00 96.00 97.00 98.00 98.63 Grower: Farm 8132 Address: PO Box 856 Warsaw, NC 28398 County: Northampton Designed By: KBW Checked By: DSE Date: 09/03/13 Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS BASE VOLUME: wicimoti Cu. Ft. LAGOON STAGE -AREA VOLUMES Contour Area (SF) 143,748 149,650 155,211 160,935 167,183 172,594 177,821 183,124 190,878 Inc( Vol (Cu FT1 146,699 152,431 158,073 164,059 169,889 175,208 180,473 117,811 S umul Vol (Cu FT1 336,582 483,281 635,712 793,785 957,844 1,127,732 1,302,940 1,483,412 1,601,223 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 996,939 CF CUMULATIVE VOL. ZONE VOL. 142.10% END PUMP ==== START PUMP = _ MAX STORAGE = 93.20 FT 97.03 FT 97.63 FT 667,326 CF TR'MT 1,308,354 CF TEMP 1,416,637 CF STORM 667,326 106.58% 641,028 242.59% 108,283 101.60% Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 (910) 293-3434 Grower: Farm 8132 Address: PO Box 856 Warsaw, NC 28398 County: Northampton Designed By: KBW Checked By: DSE Date: 09/03/13 Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Animal Type Capacity * ALW * (cu.ft./Ib) = Total Nursery 0 30 1.00 0 Wean to Finish 0 115 1.00 0 Finishing 0 135 1.00 0 Farrow to weanling 1,446 433 1.00 626,118 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.)= Sludge Stara Volume: 626,118 Animal Type Capacity * ALW * (cu.ft./Ib) = Total Nursery 0 30 0.00 0 Wean to Finish 0 115 0.00 0 Finishing 0 135 0.00 0 Farrow to weanling 1,446 433 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 Animal Type Capacity * 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 1,446 180 4.39 1,143,709 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.)= Total Manure Production (cu.ft.)= Excess Fresh Water: 1,143,709 152,902 Animal 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 1,446 180 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.)= 0 0 Murphy -Brown, LLC Engineering P. O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: Farm 8132 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 09/03/13 County: Northampton Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12in./ft Vol.= (190878 sq.ft. + 0 sq.ft.) " 7 in. /12 in./ft. Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= Storm Storage: Vol: (Lagoon Surf. Area + Addt'I Drainage Area) " 25Yr./24Hr. Storm(in) / 12in./ft. Vol: (190878 sq.ft + 0 sq.ft.) " 6.7 in. /12 in./ft. Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= "Heavy Rain" Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " "Heavy Rain" Factor (in) / 12in./ft. Vol.= (190878 sq.ft + 0 sq.ft.) " 0.0 in. /12 in./ft. Total Required Volume for "Heavy Rain" (cu.ft.) = (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required 0 Total Required Storm Storage (25Yr. / 24Hr. Storm + 'Heavy Rain')= Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = Total Required Permanent Storage (Treatment + Sludge) = TOTAL REQUIRED VOLUME = 996939 (CU.FT.) 111,346 106,574 106,574 (CU.FT) 264,248 (CU.FT) 626,118 (CU.FT) 0 0 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: Farm 8132 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 09/03/13 County: Northampton Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation Emergency Spillway Crest Elevation Top 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 Area Min. Liner Thickness (if required) Freeboard Depth Temporary Storage Period Zone Depths: TOTAL DESIGN VOLUME = 1416637 (CU.FT.) Treatment / Sludge Storage Zone Depth Temporary Storage Zone Depth Freeboard / Storm Storage Zone Depth Total Lagoon Depth 98.63 FT. Not A Applicable 97.63 FT. Not Applicable 97.03 FT. 93.20 FT. Not Applicable 0.00 88.50 FT. Not Applicable Not Applicable 3:1 H:V 190,878 SF 1.5 FT. 1.00 FT. 180 Days 4.7 FT. 3.8 FT. 1.6 FT. 10.1 FT. Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: Farm 8132 Address. PO Box 856 Warsaw, NC 28398 County: Northampton DesignE KBW Checker DSE Date: 09/03/13 Sheet 6 of 7 ZONE ELEVATIONS TOP OF DIKE ELEV = 98.63 STRT PMP EL.= 97.03 END PMP EL. = 93.20 \ I\ TOP OF STORM ELEV = 97.63 / \ \ / \ \ / \ / TOP OF TEMP STORAGE ELEV = 97.03 / \ / TOP OF TREAT ELEV = 93.20 SHWT = 0.00 \ / \ / \ / \ / FINISHED BOTTOM ELEV = 88.50 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: Farm 8132 Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 09/03/13 County: Northampton 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. DESIGNED: DATE: NOTE: See attached Waste Utilization Plan 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 original certification of the farm. Murphy -Brown As -Built 12-20-08 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 /1 ?7-3o EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) 919-791-4200 EMERGENCY MANAGEMENT SERVICES (EMS) 911 SOIL AND WATER CONSERVATION DISTRICT (SWCD) 252-534-2591 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 252-534-2591 COOPERATIVE EXTENSION SERVICE (CES) 252-534-2831 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 contaln 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 1 /9/2008 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 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. 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: 1910)293-3434 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Kraig Westerbeek b. Phone: 1910) 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. 2 I /9/2008 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 0 Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table. Attach burial location map and plan. 111 ® Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. 171 21 Rendering at a rendering plant licensed under G.S. 106-168.7. El0 Complete incineration according to 02 NCAC 52C .0102. %�I El composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEQ. ❑ Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). a Any method which, in the professional opinion of the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional ditional tporary pjocedures or measures for disposal according to G.S. 106-399.4. Signature of Farm Owner/Manager 3/.5'/a0/i Date Signature of Technical Specialist Date Steven W. Troxler Commissioner North Carolina Department of Agriculture and Consumer Services Veterinary Division Mr. R. O. Britt Smithfield Hog Production 434 East Main Street P. O. Box 1240 Waverly, VA 23890 804-834-2109 Dear Mr. Britt: February 2,2018 Swine Farm 911 Address: Farm 32 1347 Barrett Cabin Road Murfreesboro, NC 27855 Northampton County State ID: 555312521 National ID: OODQSXW R. Douglas Mackes, DVM State Veterinarian Pursuant to NCAC 52C.0102, your request to compost swine mortality using rotary drum composter on your premises at 1347 Barrett Cabin Road, Murfreesboro, NC in Northampton County is approved. Approval is granted under the following conditions and stipulations: 1. All North Carolina solid waste, air, water quality, and other applicable regulations must be met in siting and operation of the system 2. Only poultry or swine are to be processed in this facility; NO bovine, caprine, ovine or cervid species shall be processed 3. Mortality to be processed shall originate only from the identified premises and the finished product is used solely on agricultural operations owned, operated, or leased, by the permitee 4. The final product of the process must be stored, treated and utilized in accordance with all federal, state, and local laws, regulations, and permit requirements; the final product shall not be sold 5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5 days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days to maintain the composting process and reduce pathogen Toad 6. Dead animals and pre-processed animal tissues are not to be removed from composting until all flesh, intemal organs, and other soft tissue are fully decomposed. Prior to land application or removal to storage, visual inspection of the material shall confirm that all animal tissue is completely degraded. Remaining larger bone fragments, or other persistent carcass components, are to be mechanically ground or screened and added back into the primary composting bin. 7. The proposed facility shall have the following minimum setback requirements*: • 100-foot buffer between all property lines and compost areas • 100-foot buffer between all wells and compost areas, except for monitoring wells • 50-foot buffer between perennial streams/rivers and compost areas • 200-foot buffer between dwellings and compost areas as long as the facility is considered a Small Type 3 facility (less than 1000 cubic yards material handled per quarter)** 1030 Mail Service Center, Raleigh, North Carolina 27699-1030 • (919) 707-3250 An Equal Opportunity Alamurave Action Employer 8. A copy of the permit, plans, and operational reports shall be maintained on site and be available upon request by NCDA&CS, Veterinary Division personnel 9. The facility and operational records shall be available for annual inspection by Veterinary Division personnel and shall be sent to the Veterinary Division upon request 10. Operational reports shall include temperature monitoring during initial facility start-up and follow- up records that contain either 10 days/month or annual laboratory results of pathogen load testing 11. An application for a permit modification shall be required for changes in facility ownership, an increase in facility capacity, or any other changes from the stipulations of this permit 12. The Veterinary Division must be immediately notified of any complicating issues involving animal disease or environmental concerns. 13. The amount of loading time where unmixed or partially -mixed material is left in the mixer/grinder should be minimized, and carbon cover material added to minimize vector activity, along with pathogen and odor concerns. 14. For animal sizes and equipment operational capabilities where the primary and secondary compost stages do not sufficiently reduce larger animals, a tertiary treatment (NRCS Standard 317) should be employed. 15. The State Veterinarian reserves the right to cancel this permit if a specific concern for controlling animal disease arises, or if any of the aforementioned conditions are not met. This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or type of mortality management system by the State Veterinarian and the Office of the State Veterinarian does not approve or disapprove the technical or performance standards for specific makes or designs of equipment. *Additional requirements and regulations will apply from DENR, Division of Solid Waste Management if application for off -farm disposition of composted material is requested (see G.S. 130A-309.29 and I5A NCAC 13B, Section .1400 **If greater than 1000 cubic yards of composted material is handled in the facility per quarter, a setback from residences of 500 feet is required Sincerely, Milf 1 J. Neault, DVM rector of Animal Health Programs/Livestock cc: Dr. R. Douglas Meckes, State Veterinarian Dr. Michael Martin, Director of AHP-Poultry Dr. James Kittrell, Veterinary Medical Officer Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Flush gutters • Accumulation of solids Lagoons and pits • Crusted solids Excessive vegetative • Decaying vegetation growth Feeders • Feed spillage X X X X X X Liquid Systems Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed Remove bridging of accumulated solids at discharge Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 to 8 inches over more than 30 percent of surface Maintain vegetative control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Design, operate, and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage Clean up spillage on a routine basis (e.g., 7- to 10-day interval during summer; 15- to 30-day interval during winter) AM1C—November 11, 1996, page 1 Insect Control Checklist for Animal Operations Source Feed storage Cause • Accumulations of feed residues X X BMPs to Control Insects Reduce moisture accumulation within and around immediate perimeter of feed storage areas by ensuring drainage is away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products) Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed Site Specific Practices Animal holding areas • Accumulations of animal wastes and feed wastage Dry manure handling • Accumulations of animal wastes systems X X Eliminate low areas that trap moisture along 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) Remove spillage on a routine basis (e.g., 7- to 10- day interval during summer; 15- to 30-day interval during winter) where manure is loaded for land application or disposal Provide for adequate drainage around manure stockpiles Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed For more information contact: Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC — November 11, 1996, page 2 Swine Farm Waste Management Odor Control Checklist Source Farmstead Cause • Swine production X BMPs to Minimize Odor Vegetative or wooded buffers Recommended best management practices Good judgment and common sense Site Specific Practices Animal body surfaces • Dirty manure -covered animals X Dry floors Floor surfaccs • Wet manure -covered floors X X X X Slotted floors Waterers located over slotted floors Feeders at high end of solid floors Scrape manure buildup from floors Underfloor ventilation for drying Manure collection pits • Urine • Partial microbial decomposition X X Frequent manure removal by flush, pit recharge, or scrape Underfloor ventilation Ventilation exhaust fans • Volatile gases • Dust X X Fan maintenance Efficient air movement Indoor surfaces • Dust X X Washdown between groups of animals Feed additives Feeder covers Feed delivery downspout extenders to feeder covers Flush tanks • Agitation of recycled lagoon liquid while tanks are filling Flush tank covers Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys • Agitation during wastewater conveyance AMOC — November 11, 1996, page 1 Underfloor flush with underfloor ventilation Swine Farm Waste Management Odor Control Checklist Source Pit recharge points Lift stations Outside drain collection or junction boxes Cause • Agitation of recycled lagoon liquid while pits are filling • Agitation during sump tank filling and drawdown • Agitation during wastewater conveyance BMPs to Minimize Odor Extend recharge lines to near bottom of pits with anti -siphon vents Sump tank covers Box covers Site Specific Practices End of drainpipes at lagoon Lagoon surfaces • Agitation during wastewater conveyance • Volatile gas emissions • Biological mixing • Agitation X X X X Extend discharge point of pipes underneath lagoon liquid level Proper lagoon liquid capacity Correct lagoon startup procedures Minimum surface area -to -volume ratio Minimum agitation when pumping Mechanical aeration Proven biological additives Irrigation sprinkler nozzles • High pressure agitation • Wind drift X X X Irrigate on dry days with little or no wind Minimum recommended operating pressure Pump intake near lagoon liquid surface Pump from second -stage lagoon Storage tank or basin surface • Partial microbial decomposition • Mixing while filling • Agitation when emptying Bottom or midlevel loading Tank covers Basin surface mats of solids Proven biological additives or oxidants AMOC — November 11, 1996, page 2 Swine Farm Waste Management Odor Control Checklist Source Settling basin surface Manure, slurry, or sludge spreader outlets Cause • Partial microbial decomposition • Mixing while filling • Agitation when emptying • Agitation when spreading • Volatile gas emissions BMPs to Minimize Odor Extend drainpipe outlets underneath liquid level Remove settled solids regularly Soil injection of slurry/sludges Wash residual manure from spreader after use Proven biological additives or oxidants Site Specific Practices Uncovered manure, slurry, or sludge on field surfaces • Volatile gas emissions while drying Soil injection of slurry/sludges Soil incorporation within 48 hours Spread in thin uniform layers for rapid drying Proven biological additives or oxidants Dead animals Dead animal disposal pits • Carcass decomposition • Carcass decomposition X Proper disposition of carcasses Complete covering of carcasses in burial pits Proper location/construction of disposal pits Incinerators Standing water around facilities Manure tracked onto public roads from farm access • Incomplete combustion • Improper drainage Secondary stack bumers • Microbial decomposition of organic matter • Poorly maintained access roads Grade and landscape such that water drains away from facilities Farm access road maintenance AMOC — November 11, 1996, page 3 Additional Information: Available From: Swine Manure Management; .0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88 Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet Controlling Odors from Swine Buildings; PIH-33 Environmental Assurance Program; NPPC Manual Options for Managing Odor; a report from the Swine Odor Task Force Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings NCSU, County Extension Center NCSU—BAE NCSU— BAE NCSU— BAE NCSU— BAE NCSU— BAE NCSU— Swine Extension N.C. Pork Producers Assoc. NCSU Agricultural Communications Florida Cooperative Extension AMOC — November 11, 1996, page 4 OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter / early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to 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 fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soil 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 liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the darn. 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 all 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 / 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 forage land; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forage land; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land; 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 forage land; 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