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HomeMy WebLinkAbout310514_Permit Renewal Application 2019_20190410 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3,2019. Please do not leave any question unanswered. Please verify all information and make any necessary corrections below. Application must be signed and dated by!be Permittee. 1. Faun Number: 31-0514 Certificate Of Coverage Number: AWS310514 2. Facility Name: 3501 &3102 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: kra vea[erbeel, rna I rewnllevoin 5. Facility's Physical Address: Sr 1946 City: Rose Hill State: NC Zip: 28458 6. County where Facility is located: Du lin 7. Farm Manager's Name(if different from Landowner): David C Nordin g, 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): Mark Munoz Phone No.: 910-289-7729 OIC#: 990007 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 4,719 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Fair ow 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.) Estimated Liner Type Estimated Design Freeboard Structure Date (Clay,Synthetic, Capacity Surface Area "Redline' Name Built Unknown) (Cubic Feet) (Square Feet) (Inches) SELovxlco.. 3102 'tor q C-\N. QO{q 1(Oo O�j Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.IOC(d)to the address below. The CAWMP must include the following components: I. 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 It. The required MRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g.composting,digesters,waste transfers,etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov 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 143-2t5.6B, 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): Name: LU( — Title: 'C) J-QSignatu�tll Dater Name: Title: Signature: Date: Name: Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal@ncdenr.gov FORM: RENEWAL-STATE GENERAL 02/2019 Animal Waste Management Plan Certification (Please type or print all information that does not require a signature) General Information: Name of Farm: Farm 3501 and Farm 3102 Facility No: 31-514 Owner(s)Name: Murphy Brown, LLC Phone No: 910-293-5334 Mailing Address: PO Box 856 Warsaw, INC 28398 Farm Location: County Farm is located in: Duplin Latitude and Longitude: 34 48' 3" / 78 11' 00" 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.): SR 1126 off 903 east of Delway Operation Description: Type of Swine No.of Animals Type of Poultry No. of Animals Type of Cattle No.of Animals Wean to Feeder Layer Dairy I� Feeder to Finish Pullets Beef Farrow to Wean 4719 I� Farrow to Feeder [] Farrow to Finish Wean to Finish Gifts Boars Acreage Available for Application: 115.96 Required Acreage: 115.96 Number of Lagoons I Storage Ponds: 2 Total Capacity: 2,053,272 Cubic Feet(fli 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) H##Ht*##4Hf#11HX*tfiftf#ii{H}*XXX**f#}1t#}H4##Rtitf 1114f#{4Rf*!4}*#Hft#144}ffflffHflf#Hf#4{f Yf111f Hff#ii#Y#f}4ffffi#t#Hf#H 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 he 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: ur h r wn LLC Signature: Date: � — 13-2c7tlo Name of Manager different from owner): Signature: 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. I/. Certification of Design A) Collection. Storage Treatment System Check the ropriate box EFer Existing facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity: storage capability consistent with waste utilization requirements. 0 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 (Ageqqcy): P.O. Box 856, Warsaw, NC 2839E Phone No.:(910)293-3434 Signature: C3"A,�. vJ • _ Date: 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(Ag$$ncy): P.O. Box 85¢ Warsaw, NC 2839E Phone No.:(910)293-3434 Signature: Jp.,r,_.�- �y� . lti Date: 1—\ --Zp t L. C) Runoff Controls from Exterior Lots Check the appropriate box E!]./ 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(Agen y6 : P.O. Box 856, Warsaw, NC 2639E Phone No.:(910)293-3434 Signature: � _ Date: '� 13- 2 otLo AWC--August 1, 1997 2 D). Application and Handling Equipment Check the pptopnate box Existing or expanding facility with existing waste aoolication 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). 0 New, expanded or existing facility without existing waste application equipment for land soreading 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(Age y): P.O. Box 856,Warsaw, NC 2839E Phone No.:(910)293-3434 Signature:_ ;,,,,_-, Date: "Z-13-'2.O(l* E) Odor ConTrol Insect Control. Mortality M agement 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 cy): , P.O. Box 856 Warsaw, NC 2839E Phone No.:(910) 293-3434 Signature: Date: F) Written Notice of New or Expanding S 'ne 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,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 app riate 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 specked 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 cy): P.O. Box 856, Warsaw, NC 2839E Phone No.:(910)293-3434 Signature: e Date: �- k3- 20l 1 . 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) A lication and Handling Equipment Installation (WUP or 1) Check the approphate ck 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 contrail: 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 (Age y): P.O. Box 856,)Narsaw, NC 2839E Phone No.:(910)293-3434 Signature: , a Date: —Z_ ��_Zp) V The following signature block is only us when the 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 DEM a verification of delivery and installation from a Technical Specialist within 15 days following the date specked 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 1) 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(Age6c_y): P.O. Box 856,Warsaw, NC 2839E Phone No.:(910)293-3434 Signature: 1 1C)n 1 l Date: AWC--August 1, 1997 5 Please return the completed form to the Division of Water Quality at the following Address: Department of Envirgnment Health and Natural Resources Divisi n o Wa er duuality Water QualityP gc on,8o 5liance Group Raleigh, NC 27626.0536 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 7/13/2016 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): Murphy Brown, LLC Farm Name: Farm 3501 and Farm 3102 Facility 31-514 County: Du lin Permit Capacity: Farrow to Wean 4719 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. I 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. 1of11 i i 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 analysls 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,R',tons,etc.): Capacity Tvve Waste Produced per Animal Total 4719 Farrow to Wean 3203 gaVyr 15,114.957 gaVyr Farrow to Feeder 3661 gaVyr gai/yr Farrow to Finish 10478 gaVyr gal/yr Wean to Feeder 191 galtyr gal/yr Wean to Finish 776 gaVyr galtyr Feeder to Finish 927 gaVyr gal/yr Gilts 1015 gaVyr galtyr Boars 2959 gaV r ga r Total 15,114,957 galtyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): capacity Tvide Nitrogen Produced per Animal Total 4719 Farrow to Wean 3.84 lbs/yr 18,121 Ibstyr Farrow to Feeder 6.95 Ibs/yr Ibstyr Farrow to Finish 18.86 Ibs/yr Ibstyr Wean to Feeder 0.34 Ibs/yr Ibstyr Wean to Finish 1.4 Ibs/yr Ibstyr Feeder to Finish 1.67 Ibs/yr Ibstyr Gilts 1.83 lbs/yr Ibstyr Boars 5.33 Ibs/ r Ibstyr Tote 18,121 Ibs r 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 ratlo 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: 115.96 Total N Required 1st Year: 32728.09 Total N Required 2nd Year: 31873.99 Average Annual Nitrogen Requirement of Crops: 32,301.04 Total Nitrogen Produced by Farm: 18,120.96 Nitrogen Balance for Crops: (14,180.08) 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 speed crop rotation schedule for this facility. 2 of 11 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ae Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Los N Total Ibs N Total Total Ibs N Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ao Utilized Lbs N/Ac Utilized 70964 1 6.93 GOA O AprkW15 38.0 3.91 148.68 1029.659 N Sept-Apr 65 1 2.09 15 1 120.85 1 837.4905 269.43 1867.15 70964 2 6.66 GOA O April-SaptiS 38.0 3.91 148.68 989.5428 N Sept-Apr 65 1 2.09 15 1 120.85 1 804.861 269.43 1794.404 70964 3A 6.94 GOA O APm-Septl5 38.0 3.91 148.58 1031,145 N Sept-Apr 65 1 2.09 15 1 120.85 1 838.699 269.43 1869.844 70964 3B 1.78 GOA O Agrl-SO015 38.0 3.91 148.58 264.4724 N r 65 1 2.09 15 1 120.85 1 215.113 269.43 479.5854 70964 4A 7.09 NOB O 15 34.0 3.91 132.94 942.5446 N Sept-Apr 59 1 209 15 1 108.31 767.9179 241.25 1710.463 70964 4B 3.42 NOB O 15 34.0 3.91 132.94 454.6548 N Sept-Apr 59 1 2.09 15 1 108.31 370.4202 241.26 825.075 70964 SA 4.75 NOB O April-SeptIS 34.0 3.91 132.94 631.465 N Se t-A r 59 1 2.09 15 108.31 514.4725 241.25 1145.938 70964 58 2.63 Nob O APnl-Sept15 34.0 3.91 132.94 349.6322 N Sept-Apr 59 1 2.09 15 108.31 284.8553 241.25 634A875 70964 6 3.97 GOA BIC mar-Sept 6.5 40.251235.8126 25 1035.651 K Se r 1 50 50 198.5 311.625 1237.151 70964 7 4.99 GOA B/C Mar-Se 6.5 40.2525 1305.509 K Sept-Apr 1 50 50 249.5 311.625 1555.009 70964 8 5.75 Au8 B/C Mar-Sept 5.5 4287525 1355.922 K Se t r 1 50 50 287.5 285,8125 1643A22 70964 9 6.78 Aus BIC mar-Sept 5.5 42.87525 1598.809 K Se r 1 50 50 339 285.8125 1937.809 70964 10A 5.77 AuB WC Mar-Se 5.5 42.87526 1360.638 K Se -A r 1 50 50 288.5 285.8125 1649.138 70964 10B 1.88 Aug B/C MarSe t 5.5 4287525 443.3276 K Se t-Apr 1 50 50 94 285.8125 537.3275 70964 11 1.95 NOB B/C Mar-Set GA 4025 502.32 K Se r 1 50 60 97.5 307.6 599.82 70964 12 5.54 NOB B/C Mar- t 6.4 40256 1427.104 K Sept r 1 50 50 277 307.6 1704.104 343 13 451 AUB B/C MarSe t 5.5 4287525 1063.514 K Se r 1 50 50 225.5 285.8125 1289.014 343 14 765 AUB BIC MerSe [ 5.5 42.875 . 25 1803.966 K Se -A r i 50 50 382.5 1 285S125 2186.466 343 15 6.04 AUB B/C Mar-Set 5.5 42B75 235.8125 1424.308 K t r 1 50 50 302 285.8125 1726.306 343 16 8.81 GOA C Mar-Set 6.5 46 299 2634.19 K Sa r 1 50 50 440.5 349 3074.69 343 17 1.53 GoA D Febl5June 156.0 0.95 15 133.2 203.796 N Se -A r 65 2.09 135.85 207.8505 269.05 411.6465 343 18 5.23 GdA D Feb15Jurle 156.0 0.95 15 133.2 696.636 N Sept-Apr 65 2.09 135.85 710.4955 269.05 1407.132 349 19 5.36 GOA D Feb15.June 156.0 0.95 1 15 133.2 713.952 N r 65 2.09 135.85 728.156 269.05 1442.108 Totals: 115.96 M285.76 946, 32728.09 3(a)of 11 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs WAc Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs MAC Lbs N Total Ibs N Total I Total me N Acme e Tvpe Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Appiv Yield We WUnit Residual /Ac Utilbetl Lbs WAc Utilized 70964 1 6.93 GoA O 'LSe t15 36.0 3.91 148.58 1029.659 N Se [ r 65 1 2.09 1 15 120.85 837.4905 269.43 186215 70964 2 6.66 Ga4 O "I-SB tt5 38.0 3.91 14858 989.5428 N Se r 65 2.09 15 120.85 804.861 269.43 1794.404 70964 3A 6.94 GOA O nI-Se 5 38.0 3.91 148.58 1031.145 N Sept-Apr 65 209 15 120.85 838.699 269.43 1869.844 70964 38 1.78 GfN O li4Se 5 38.0 3.91 148.58 264.4724 N Sept-Apr 65 209 1 15 120.85 215.113 269.43 479.5854 70964 4A 7.09 Nos O t15 34.0 3.91 132.94 942.5446 N Sept-Apr 59 1 209 1 15 108.31 767.9179 241.25 1710.463 70964 4B 3.42 NOB O 'I-Se 15 34.0 3.91 13294 454.6548 N Sept-Apr 59 1 209 15 108.31 370.4202 241.25 825.075 70964 5A 4.75 Nos O AP&SepHS 34.0 3.91 13294 631.465 N Sept-Apr 59 2.09 15 108.31 514.4725 241.25 1145.938 70964 5B 263 Nos O Ap,I-SepH5 34.0 3.91 132.94 349.6322 N Sept-Apr 59 209 I 15 108.31 284.8553 241.25 634.4875 70964 6 3.97 GOA B/C Mar-Se 6.5 4025 261.625 1038.651 K Se r 1 50 I 50 198.5 311.625 1237.151 70964 7 4.99 GOA SIC Mar 6.5 4025 261.625 1305.509 K Sept-Apr 1 50 50 249.5 311.625 1555.009 70964 8 5.75 AuB B/C MW-SePt 1 5.5 1 42875 235.81251 1365.922 K Sept-Apr 1 50 50 287.6 285.8125 1643.422 70964 9 6.78 1 AuEl B/C Mar-Sept 5.5 42.875 235.8125 1598.809 K i pt-Apr 1 50 50 339 285.8125 1937.809 70964 10A 5.77 Ads sic Mar-se 5.5 42875 235.8125 1360.638 K Sept-Apr 1 50 50 288.5 285.8125 1649.13E 70964 10B 1.88 Ads BIC Mar-Sept 5.5 42.875 235.8125 443.3276 K Sept-Apr 1 50 50 94 285.8125 537.3275 70964 11 1.95 Nos B/C Mar 6.4 4025 257.6 502.32 K Sept-Apr 1 50 50 97.5 307.6 599.82 70964 12 5.54 Nos BIC Mar-Sept 6.4 40.25 257.6 1427.104 K Se -A r 1 50 50 277 307.6 1704.104 343 13 4.51 Au8 BIC Mar 5.5 42.875 235.8125 1063.514 K Se r 1 50 50 225.5 285.8125 1289.014 343 14 7.65 AUB BIC Mar-Sept 5.5 42.875 235.8125 1803.966 K I Sept-Apr 1 50 50 382.5 285.8125 21E6.466 343 15 6.04 AUB B/C Mar-Sept 5.5 42S75 235.8125 1424.30E K Sept-Apr 1 50 1 50 W2 285.8125 1726,308 343 15 8.81 GOA C Mar-Set 6.5 46 299 2634.19 K Sept-Apr i 50 50 "0.5 1 Us 3074.69 343 17 1.53 GOA O ril-Sa 5 38.0 3.91 148.58 227.3274 L Sept-Apr 1 50 50 76.5 198.58 303.8274 343 18 5.23 GOA O ApnkSept15 38.0 3.91 148.58 777.0734 L Sept-Apr 1 65 15 50 261.5 198.58 1038.573 343 19 5.36 GOA O F April-SeptIS 38.0 3.91 148.58 796.368E L Sept-Apr 1 65 15 50 268 198.58 1064.389 Tob6: 115.96 2345216 8421.829 31878.99 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 plarits 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. j 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 SWG Swithgrass Biomass Crop 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 r/animal Farm Totaltyr 4719 Farrow to Wean 0.8 3775.2 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 3775.2 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 18876 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 62 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre,you will need 151.008 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 wHh 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 property 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 Whir *inches 70964 1 GoA O 0.4 1 70964 2 GoA O 0.4 1 70964 3A GoA O 0.4 1 70964 3B GoA O 0.4 1 70964 4A NoB O 0.5 1 70964 4B NoB O 0.5 1 70964 5A NoB O 0.5 1 70964 5B NoB O 0.5 1 70964 6 GoA B/C 0.4 1 70964 7 GoA B/C 0.4 1 70964 8 AuB B/C 0.6 1 70964 9 AuB B/C 0.6 1 70964 10A AuB B/C 0.6 1 70964 10B AuB B/C 0.6 1 70964 11 NoB B/C 0.5 1 70964 12 NoB B/C 0.5 1 343 13 AuB B/C 0.6 1 343 14 AuB B/C 0.6 1 343 15 AuB B/C 0.6 1 343 16 GoA C 0.4 1 343 17 GoA D 0.4 1 343 18 GoA D 0.4 1 343 19 GoA D 0.4 1 6of11 Additional Comments: This NUP converts 3501 from a 1200 farrow to feeder and 3501 from a 1000 farrow to finish to a 4719 farrow to wean with no other changes 7of11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Farm 3501 and Farm 3102 Facility 31-514 Owner: Murphy Brown,LLC 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 NCDWR upon request. Name of Facility Owner: Murphy Brown,LLC Signature: ' Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: Toni W. King Affiliation: Murphy-Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910)293-3434 Signature: �( �^ — 3-z O) ce Date 8of11 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 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 WEL �1 TRUE OC # LAGOON HYD.# ACRES 1 6.93 2 6.66 12 3A 6.94 106 36 1.78 4A 7.09 10A 11 4B 3.42 5A 4.75 LAGOON 5B 2.63 6 3.97 9 �,,,.,,.�^" 7 4.99 8 5.75 9 6.78 10A 5.77 8 OC #1 10B 1.88 11 1.95 12 5.54 7 ELLS 13 4.51 14 7.65 58 15 6.04 6 5A 16 8.81 17 1.53 4B 4A 18 5.23 19 5.36 TOTAL 115.96 38 3A 2 NUTRIENT UTILIZATION PLAN AMENDMENT Grower(s): Murphy Brown, LLC Farm Name: 3501 &3102 Facility: AWS310514 Count : Du lin Farm Capacity: Farrow to Wean 4719 Farrow to Feeder 0 Farrow to Finish 0 Wean to Feeder 0 Feeder to Finish 0 Wean to Finish 0 Gilts 0 Boars 4719 Storage Structure: Anaerobic Lagoon Storage Period: >180 days Application Method: Irrigation This amendment allows the producer to extend his pumping window on any Bermuda fields through October 31, 2016. Producer must not exceed PAN rates specified in NLIP. The following modification is in effect for the 2016/2017 oversown winter annual crops. 1. This temporary waste utilization plan must be documented by a certified technical specialist and records maintained in compliance with the facility's permit. 2. Allow a one year conversion for farms under the 50lb/A PAN rate on winter annual cereals oversown on bermudagrass fields to use the 100lb/A PAN rate,which requires a split application window. In this case,it is suggested that the non-application period--currently November December and January-- be shortened to December and January,allowing waste application to continue into November,and that this special provision be also permitted for pastured bermuda waste application sites as well as hayfields.The permittee may also apply up to 75 Ibs of the total 100lb/A in the fall application window (before December and January) 3. On row-cropped application sites,the pre-plant application period for PAN on small grains is extended from the current regulatory 30 days to allow waste applications for 45 days prior to the planting of wheat or other small grains. 4. On row-cropped application sites, Increase the deductible PAN rate for small grain cover crops from the current 35 Ibs/A to allow 50lbs/A to be applied and deducted and waive any restrictions on the species of winter annual small grain sown as the cover crop. 5. A temporary 25%PAN rate increase for tall fescue hay and pasture.The 25%PAN rate increase is also extended to farms using winter cereals,praire grass bromes,or annual ryegrass as a pure stand Own r! anager Dale Technical Special% Dale PAT MCCRORY t'e,` Gorcmor DONALD R. VAN DER VAART v Serwory Water Resources S. JAY ZIMMERMAN ENVIRONMENTAL OUALITT Director October 19,2016 MEMORANUDUM To: Animal Waste Technical Specialists Animal Operation Permit Holders From: Jon Risgaard, Section Chief J Water Quality Regional Ope - Section Re: Application Window for Bermuda-Extension Due to heavy rainfall events in North Carolina in recent weeks,and additional impacts from Hurricane Matthew, which necessitated Executive Order No. 107—Declaration of a State of Emergency,many animal waste lagoons are still at or near their freeboard limits. Animal operations are no longer able to apply waste on their Bermuda crops due to expiration of the associated application windows. By and through this memo, the Division of Water Resources(DWR)will further extend the application window for Bermuda grass until October 31,2016 for all North Carolina counties,provided the site has not experienced a frost prior to that date. Please refer to the attached memo for the conditions of this extension. If you have any questions related to this extension and how it may apply,please contact J.R. Joshi at (919) 807-6341. ### State of North Carolina I Environmental Quality l Water ReIOWICa 1636 Mail service Center I Raleigh,North Carolina 27699.1636 9197079219 PAT MCCRORY Y' t +,J DONALD R. VAN DER VAART Water Resources S. JAY ZIMMERMAN LNVIHONMCN3AL pOAWY October 11,2016 MEMORANUDUM To: Animal Waste Technical Specialists Animal Operation Permit Holders From: Jay Zimmerman, Director 1�1� Division of Water Resources Re: Application Window for Bermuda Due to heavy rainfall events in North Carolina in recent weeks and additional impacts from Hurricane Matthew,which necessitated Executive Order No. 107—Declaration of a State of Emergency,many animal waste lagoons are at or near their freeboard limits. Animal operations are no longer able to apply waste on their Bermuda crops due to expiration of the associated application window on September 30, 2016, By and through this memo,the Division of Water Resources(DWR) will allow the application window for Bermuda to be extended until October 22,2016 for all North Carolina counties,provided the site has not experienced a frost prior to that date. The following conditions apply to this extension. Please be sure to follow all of these conditions in order to avoid a violation of your Animal Waste Permit: I. This extension applies only to Bermuda crops with an application window that expired on September 30,2016, 2. The owner of the animal operation must have the Waste Utilization Plan(WUP)amended by a Technical Specialist to reflect the extended application window. The owner must keep this temporary amendment with the WUP for review during the farm's annual inspection. 3. The application of waste during this extended period shall not exceed the specified PAN rates for each field. 4. The extended application window mast end no later than October 22,2016 and is valid for this year only. For animal operations that are interested in other land application windows extensions,consult with a licensed agronomist in accordance with Appendix 1.20 of the 9"' 1217 Guidance Document. If you have any questions related to this extension and how it may apply,please contact JR Joshi at(919) 807.6341, SM,of North Q101 u I Sm itmmenul Quality I Water Reemms 1636 Wit mice Curler I RkWtth,Nonh Cnralina 27699-1636 9197079219 t�}�t3l65�iti1L Im PAT MCCRORY r• �;,, Govemur DONALD R, VAN DER VAART r ,Sanmry Water Resources ENV IRON MENTAL OVAL IT V S. JAY ZIMMERMAN MEMOItANUDUM October 14, 2016 D 1 m To: Animal Waste Technical Specialists Animal Operation Permit Holde�rs� From: Jon Risgaard, Section Chief /\Y�/ Water Quality Regional Oper ns Section Re: Amendment to October 11,2016 Memo on Temporary Overseed Plant Available Nitrogen (PAN)Rate Modifications due to Extended Heavy Rainfall Due to extended heavy rainfall events in North Carolina in recent weeks and additional impact from Hurricane Matthew, many animal operations face challenges with maintaining sufficient freeboard levels in waste lagoons. By and through this memo, the Division of Water Resources(DWR)will allow a one- year temporary modification of waste application rates for Bermudagrass fields oversown with winter annual forage. This memo expands allowances covered in an October I I"memo on the same subject, and replaces the October I I"memo. This modification is in effect and available for all North Carolina counties for the 2016-17 oversown winter annual crop. The following conditions apply to this modification. Please be sure to follow all of these conditions and the attached October 7, 2016 letter from Tim Hall,NCDA&CS Regional Agronomist in order to avoid a violation of your Animal Waste Permit: I. The temporary waste utilization plan modification must be documented by a certified technical specialist and records maintained in compliance with the facility's permit. 2. Allow a one-year conversion via conditional amendment to WUPs for farms under the 50 INA PAN rate on winter annual cereals oversown on bermudagrass hayfields to use the 100 Ib/A PAN rate,which requires a split application window.In this case, it is suggested that the non- application period—currently November,December, and January—be shortened to December and January, allowing waste application to continue into November,and that this special provision be also permitted for pastured bermuda-WA sites as well as hayfields.The permittee may apply up to 75 Ibs of the total of 100 Ib/A in the fall application window(before December and January). 3. On row-cropped application sites, extend the pre-plant application period for PAN on small grains from the current regulatory 30 days to allow waste applications for 45 days prior to the planting of wheat or other small grains. 4. On row-cropped application sites,increase the deductible PAN rate for small grain cover crops (non-harvested winter crops where PAN applied is deducted from the following harvested crop) from the current 35 Ib/A to allow 50 lb/A to be applied and deducted,and waive any restrictions on the species of winter annual small grain sown as the cover crop, Page 1 of 2 S. A temporary 25% PAN rate increase for tall fescue hay and pasture.The 25%PAN rate increase is also extended to farms using winter cereals, prairie grass bromes,or annual ryegrass as a pure stand hay/silage or pasture. 6. This waste application extension up to October 22,2016 allowed through the October 7,2016 memo will apply to Bermuda crops with an application window that expired on August 31,2016 as well as on September 30,2016. The permittees are encouraged to let the solids settle in the lagoons after a heavy stirring of the sludge from the rainfall and get representative waste samples to accurately account for nutrients. For animal operations that are interested in other land application modifications,consult with an NCDA&CS Regional agronomist or certified crop advisor in accordance with Appendix 1.20 of the 91' 1217 Guidance Document. If you have any questions related to this extension and how it may apply,please contact J. R.Joshi at (919) 807-6341. Page 2 of 2 Steven W.Troxler North Carolina Department of Agriculture Dr.Colleen Hudak-Wise Commissioner and Consumer Services Director Agronomic Division Mr.Trent Allen Assistant Regional Supervisor NCDENR Division of Water Resources 225 Green Street—Suite 714 Fayetteville, NC 28301 October 7, 2016 Memorandum Subject: Options for Regulatory Relief for Livestock Farms Managing Lagoon Accumulations Resulting From Tropical Weather System Rainfall Dear Trent, Thank you for taking the reins on this situation while Christine Lawson is on maternity leave. It is not an enviable job that you have. am including below a few possible agronomic options for NCDENR to consider during the fall, given the tropical-system rainfall eastern North Carolina has already experienced, and the likelihood of even more accumulation in livestock waste structures from Hurricane Matthew and other systems that may follow. Until the Stale sees fit to adopt technological programs(e.g. impermeable covers)to assist farms with what seems to be a recurring climate trend, I believe that some relief through temporary modification of application rates and windows is a better option, environmentally, than risking overflow discharges or structural breaches. 1) Extend the application window for farms applying waste effluent to bermudagrass pastures and hayfields until October 220d in order to allow these farms,weather permitting, to apply any remaining balance of allotted PAN to the bermudagrass component of that cropping system, provided the site has not experienced a frost prior to that date. 2) Allow a one year conversion via conditional amendment to WUPs for farms under the 50 Ib/A PAN rate on winter annual cereals oversown on bermudagrass hayfields to use the 100 Ib/A PAN rate,which requires a split application window. In this case, too, I suggest that the non-application period— currently November, December, and January—be shortened to December and January, allowing waste application to continue into November, and that this special provision be also permitted for pastured bermuda-WA sites as well as hayfields. 3) On row-cropped application sites, extend the pre-plant application period for PAN on small grains from the current regulatory 30 days to allow waste applications for 45 days prior to the planting of wheat or other small grains. 4) Too, on row-cropped application sites, increase the deductible PAN rate for small grain cover crops (non-harvested winter crops where PAN applied is deducted from the following harvested crop)from the current 35 Ib/A to allow 50 Ib/A to be applied and deducted, and waive any restrictions on the species of winter annual small grain sown as the cover crop. 5) A temporary 26% PAN rate increase for tall fescue hay and pasture. I hope these suggestions will be of help as your agency grapples with this difficult situation,just t 1040 Mall Service Center,Raleigh.North Carolina 27699.1040 (919)733-2655 0 Fax(919)733.2837 TTY: 1-800.735.2962 Voice: 1-877-735-8200 An Equal Opportunity Affirmative Action Employer as many producers are also doing. If I can be of further assistance, I am at your service as are the Field Services resources of the Agronomic Division. Sincerely yours, Tim Hall Regional Agronomist NCDS&CS Agronomic Division PO Box 444, Richlands, NC 28574 tim.hall@ncagr.gov Weston, Kevin From: swc.technicalspecialists-bounces@lists.ncmail.net on behalf of Shepherd, Michael D <M ichael.Shepherd@ ncag r.gov> Sent: Tuesday, October 02, 2018 10:55 AM To: swc.technicalspecialists@lists.ncmail.net;SWCDistrictsOnly@lists.ncmail.net; NCAG R.ncswcdistricts Cc: Stewart, Alexander, NC Interagency Nutrient Management Subject: [SWC.TechnicalSpecialists] FW:Application Window Expansion Attachments: ATT00001.txt All, Due to the recent events of Hurricane Florence and continued warm weather, NCDA&CS Regional Agronomist are supportive of extending the application window for Bermuda up to October 20`", 2018. If a producer decides to land apply to Bermuda during this extension, a copy of this email should be maintained In their records. Michael Shepherd Environmental Senior Specialist Division of Soil and Water Conservation NC Department of Agriculture & Consumer Services 336-940-8901 www.ncagr.gov/swc From:Stewart,Alexander Sent: Tuesday, October 2, 2018 10:18 AM To:Shepherd, Michael D <Michael.Shepherd@ncagr.gov> Cc: Lawson, Christine <Christine.Lawson@ncdenr.gov>; Reardon,Joe W<joe.reardon@ncagr.gov>; Hudak, Colleen <colleen.hudak@ncagr.gov>; Meckes, Doug<Doug.Meckes@ncagr.gov>; Dr. Rich Bonanno<rich_bonanno@ncsu.edu>; Cox, Vernon N<Vernon.Cox@ncagr.gov> Subject:Application Window Expansion Michael, Considering recent information provided below by our Regional Agronomists, we are supportive of extending the spraying/application window up to October 20th 2018. This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after extended periods of wet weather and Hurricane Matthew. Bermuda is by far the best crop to apply nutrients to now. It is still actively growing, utilizing nutrients, and can still be harvested thus removing the nutrients applied. It is my opinion that a statewide pumping window extension should be granted until October 20, 2018 for bermuda. Bermuda will continue to actively grow and utilize nutrients if the soil temperature stays above 65 degrees Fahrenheit. As mean ambient temperature dips below 60 degrees Fahrenheit growth will start to slow after several days. Dormancy will set in once mean ambient temperature reaches 50 degrees Fahrenheit for an extended period. If we look at the long-range forecast for Raleigh, mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to October 20th. Therefore, soil temperature should also remain adequate for growth and development of bermuda providing for nutrient uptake over the next 20 days. Stopping on the 20th will allow for timely harvest and adequate regrowth before headin€ into the winter months. A copy of this email should be maintained in the files of all operations choosing to extend the spraying/application window. Please let me know if you have any questions. t Regards, Sandy Alexander M. "Sandy"Stewart Assistant Commissioner North Carolina Department of Agriculture and Consumer Services 1001 Mail Service Center Raleigh, NC 27699 919-414-4863 (m);919-707-3015(a) sanj! ,tevvgrt@—nca r. ov Email correspondence to and from this address is subject to North Carolina Records Laws and may be disclosed to third parties. Owner/Manager Date Technical Specialist Date rower: age Designed BY: KBW Address: PO Box 856 Checked By, DSE Warsaw, NC 28398 Date: 06/09/15 Coun : Quiplin Sheet 1 of 12 ANAEROBIC WASTE LAGOON DESIGN 1st STAGE FARM INFORMATION Farm Population, Nursery: .....—....—...— 0 Wean to Finish: .................. 0 Finishing .................. 0 Farrow to weankng: ----.---....... 4719 Hot. Farrow to feeder: ....—............ 0 Farrow to finish: .....--_-........ 0 Boars: ---------------- 0 Storage Period: -------......... 177 Days 25 Yr./24 Hr Storm Event ...---........ 7.5 In. "Heavy Rain"Factor Not Applicable Even if Value Shown 7.5 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)------------ Y Does Operator Went Emergency Spillway? (Y/N)—--------- N Was This Design Built Prior to 9/96? (Y/N)----------- Y Is Drain Tile Req'd to Lower SHWT? (YIN)--------- N Seasonal High Water Table Elev: ................... 0.00 Freeboard: —................ 1.0 Ft. Emergency Spillway Flow Depth: Not Applicable Even if Value Shown 0.3 Side Slopes: —-------------— 3 :1 (H:V) From Lagoon Volume Check Contours 0.0 Contour areas see sheet 2 of 7... 0.0 Top of Dike Elevation: ........--..... Depth 98.79 Ft. Finished Bottom Elevation: BOTTOM E 12.79 Ft. 86.00 Ft, Start Pump Elevation: -----..........- 20.16 In. 97.11 Ft. Stop Pump Elevation: ---------------- 32.28 In. 96.10 Ft. LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %RE 'D. Storm Stora 134391 (Cu.Ft.) 135,779 (Cu.Ft.) 101.03% Temporary= 0 (Cu.Ft.) 196,662 (Cu.Ft.) Permanent= 1716396 (CuXt.) 1720 931 (Cu.Ft.) 100.26% Total Volume= 1,860,788 (Cu.Ft.) 2,063,272 (Cu.Ft.) 110.94% 112 Treatment Volume= 860,197 (Cu.Ft.) 112 Treatment Volume Elevation= 92.34 Ft. 77.42 in. Min. Required LinerThlckness ------------------ 1.9 Ft. Lagoon Surface Area:(Inside TOD) ------------------ 216,026 S.F. Murphy-Brown,LLC Engineering P.O.Box 858,Warsaw,NO 28398 (910)293.3434 ' rower: 360age esi ne : KBVV Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 06/09/15 County: Du lin Sheet 2 of 12 ACTUAL DESI N LUME LC pASE VOLUME, Cu. Ft. LATIO LAGOON STAGE-AREA VOLUMES Contour Elevation (FT.) Area SF Incr. Vol. (Cu FT) Cumul. Vol. (Cu. FT) 87.00 143,300 190,593 88.00 149,611 146,456 337,049 89.00 155,100 152,356 489,404 90.00 160,503 157,802 647,206 91.00 165,932 163,218 810,423 92.00 170,793 168,363 978,786 93.00 176,603 173,198 1,151,984 94.00 180,581 178,092 1,330,076 95.00 185,576 183,079 1,613,154 96.00 191.178 188,377 1,701.531 97.00 196,818 193,998 1,895,529 98.00 202,531 199,675 2,095,204 98.79 215,025 164,935 2,260,138 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 1,850,785 CF CUMULATIVE VOL. ZONE VOL. 110.94% END PUMP = = = = 96.10 FT 1,720,931 CF TFVMT 1,720,931 100.26% START PUMP == ; 97.11 FT 1,917,493 CF TEMP 196,562 MAX STORAGE = 97.79 FT 2,053,272 CF STORM 135.779 101.03% Mum*Drown,LLC 914maring P.O.Box 856,Warsaw,NC 20398 (919)293.3434 rower: age Designed By., KIJW Address: PO Box 856 Checked By: DSE Warsaw, NC 26398 Date: 06109/15 Count : Du lin Sheet 3 of 12 ANAEROBIC WASTE LAGOON DESIG 2nd STAGE FARM INFORMATION Farm Pooulation• Nursery: ------------------ 0 Wean to Finish: —----------------- 0 Finishing: ................... 0 Farrow 10 Weanling: ------------------- 4719 Hd. Farrow to feeder: _.--------------- 0 Farrowlofinish: _....------------ 0 Boars: ------------------ 0 Storage Period: ............... 177 Days 25 Yr.124 Hr Storm Event —......--------- 7.6 In. "Heavy Raln"Factor Not Applicable Even if Value Shown 7.5 In. Rainfall in Excess of Evaporation —---------........ 7 In. Additional Water Usage: —--------.-------- 0 Additional DralnageAres: —...-.........--- 216.025 S.F. LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (YIN)--•------- N Does Operator Want Emergency Spillway? (YIN)---------•-- N Was This Design Built Prior to 91967 (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: Not Applicable Even if Value Shown 0.3 Ft. Side Slopes: ---------------- 3 :1 (H:V) Inside Top Length: ------------------- 290.0 Ft. Inside Top Width: ------------------ 355,0 Ft. Top of Dike Elevation: ---------------- Depth 58.10 Ft. Finished Bottom Elevation: ------------.. 14.10 Ft. 44.00 Ft. Start Pump Elevation: ---------------- 20.04 In. 56.43 Ft. Stop Pump Elevation: ---------------- 157.2 In. 45.00 Ft. LAGOON VOLUME REQUIRED VOL, DESIGN VOLUMES ° E 'D. Storm Storm 64344 (Cu.Ft.) 66,276 (Cu.Ft.) 101.46% Temporary= 874664 (Cu.Ft.) 877,400 (CuXt.) 100.34% Permanent 0 Cu.Ft.) 66,988 Cu.Ft. Total Volume= 938,908 (Cu.Ft.) 999,100 (Cu.Ft.) 106.48% 90 Temporary Storage Volume Elevation 51.48 Ft. 79.49 In. Min, Required LlnerThlckness .....-............ 2.1 Ft. Lagoon Surface Area:(Inside TOD) ------------------- 102,950 S.F. Murphy-emwn,LLC Enginee&q P.O.Box 856,Wersew,NC 28398 (9f8)293.3434 rower: age esigne y: Address: PQ Box 858 KOW Checked By: DSE Warsaw, NC 28398 Date: 06/09/15 County: Dup Lin Sheet 4 of 12 ACTUAL E IGN Cu. Ft.OLj. CA COLA O BASE VOLUME: LAGOON STAGE•AR A VOLUMES Contour EI6Vatlon (FT.) SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 44.00 55,640 0 45.00 58,431 66,980 56,986 46.00 61,394 59,912 116,898 47.00 64,429 62,911 179,809 48.00 67,535 65,982 245,791 49.00 70,714 69,125 314,916 50.00 73,965 72,340 387,256 51.00 77,288 75,626 462,882 52.00 80,683 78,985 541,867 53,00 84,149 82,410 624,283 54.00 87,688 86,919 710,202 55.00 91,299 89,494 799,695 56.00 94,982 93,140 892,836 57.00 98,737 96,859 989,695 58.00 102,563 100,650 1,090,345 68.10 102,950 10,270 1,100,620 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 2 790,726 CF CUMULATIVE VOL. ZONE VOL. 106.48% END PUMP z c == 45.00 FT 50,986 CF TR'MT 56,980 START PUMP== 56.43 FT 934,485 CF TEMP 877,499 100.34% MAX STORAGE = 57.10 FT 999,760 CF STORM 65,275 101.46% MUOY-Brown.LLC Engfneaft P.O.Box 858,Warsaw,NC 28398 (910)293.3424 Grower: 35012Stage Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 0810 M5 Count : Du lin Sheet 5 of 12 MINIMUM REQUIRED VOLUME CALCULATIONS tat STAGE permanent Stor ea• Required Treatmeal Volume: Wtoweanling eGIRDa cu. . Total 0 0 . 0 0 lah 0115 1.00 D 0 135 1.00 0 eanlin9 4,719 433 0.67 1,369,029 eder 0 522 1,00 0 ish 0 1,417 1.00 0 0 400 1.00 0 Total Required Treatment Volume(cu.ft.)= 1,369,029 Sludge Stor a Volume: nma a ape cu. . = Total Nurse 0 30 .00 0 Wean to Finish 0 115 0.00 0 Finishing 0 135 0.00 0 Farrow toweenlin 4.719 433 0.17 347.366 Ferrowtofeadar 0 622 0.00 0 Farrow to finish 0 1,417 0.00 0 Boers 0 400 0.00 0 Total Required Sludge Storage Volume(cu.ft.)= 347,386 Storm Storage: Vol.-(Lagoon Surf.Area+Addt'I Drainage Area)'25Yr.24Hr. Storm(in)112in./ft. Vol.= (216025 sq.ft + 0 sq.R.) • 7.5 in. /12 In./ft. Total Required Volume for 25Yr.124Hr.Storm Event(cu.ft)= 134,391 "Heavy Rein"Storage: Vol.-(Lagoon Surf.Area+Addt'I Drainage Area)"'Heavy Rain"Factor(in)/12in.lft. Vol.= (215025 sq•ft + O sq,ft.) ' 7.5 in. M2 in./It. Total Required Volume for"Heavy Rain"(cu.ft,)e 0 (for Extended Periods of Chronic Rainfall) Total Required Storm Storage (26Yr.124Hr.Storm+'Heavy Rain')= 134,391 (CU.FT) Total Required Permanent Storage (Treatment+Sludge)= 1,716,396 (CU.FT) TOTAL REQUIRED let STAGE VOLUME=1850705(CU.FT.) vrphy- rown, LLG Engineering P.O. Box 8W, Warsaw NG 28398 (9293-3434 Grower: 3601 2-Stage Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 06/09115 County: Duplin Shoot 6of12 Temoorery Storeae Vote�a• Manure Production: rFairowtofeeder e Spec o. era = o a 0 0 inish 0 177 1.17 0 0 177 1.37 0 ean ling 4.719 177 4,39 3,670,280 eeder 0 177 5.30 0 nish 0 177 14.38 0 Boars 0 17,7 4.08 0 Total Manure Production(gals.). 3,670,269 Total Manure Production(cu.ft.)m 490,678 Excess Fresh Water. "rinee a o. e = Otal Nurse 0 177 0.00 0 WeantoFinlah 0 177 O.OD 0 Finish' 0 177 0.00 0 Farrow toweardin 4,719 177 2.90 2,422,263 Farrow to feeder 0 177 0.00 0 Farrow to finish 0 177 0.00 0 Boars 0 177 D.00 0 Total Fresh Water Excess(gals.)= 2,422,263 Total Fresh Water Excess(cu.fL)= 323,832 ump y- own,LLC Engineenng ox M, WarsaMMYff- 29 . Grower: 35012-Stage Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw,INC 28398 pace: O6I09/15 Coun pu Nn Sheet 7 of 12 Temporary Storage volume;/font 1 Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area let+Lagoon Area 2nd+Additional Drainage Area)'Rainfall 12in./ft Vol.= (216025 sq.ft. + 102960 sq.ft. + 0 sq.ft.) • 7.0 in. 112 in./ft. Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 60,054 Storm Storage: Vul.=(Lagoon Surface Area 1st+Lagoon Area 2nd+Additional Drainage Area • 25Yr./24HrStorm(in.)/121n.1 Vol.- (215026 sq.ft + 102960 sq.ft. + 0 sq.ft.) • 7.6In. Total Required Volume for 26Yr,124Hr.Storm Event(cu.ft)- 84,344 "Heavy Rein'Storage: Vol.=(Lagoon Surface Area 1s(+Lagoon Area 2nd+Additional Drainage Area)'Heavy Rain Factor(in)/12in. Vol.= (215026 sq.ft + 102950 sq.ft. + 0 sq.fL) • 7.5 in. 112 In./ft. Total Required Volume for"Heavy Rain"(cu.ft.)= 0 (for Extended Perlode of Chronic Rainfall) Additional Water Storage: No Additional Water Storage Is Required 0 0 Total Required Storm Storage (25Yr./24Hr.Storm+'Heavy Rein')= 64,344 (CU.FT) Total Required Temporary Storage (Manure Prod.+Excess Fr.Water+Rainfall Excess+Additional Water Storai 874,604 (CLIXT) Total Required Permanent Storage (Treatment+Sludge)= 0 (CU.FT) TOTAL REQUIRED 2nd STAGE VOLUME a 938908(CU.FT.) arP y- rown, nglneaHng P.O. ox ersew 8 (910) . Graver: PO Box 856 Designed By: KBW Address: Warsaw, Box,N Checked By: DSE Warlin NC 28398 Date: D6/09/16 County: Du Iin Sheet 8 of 12 LAGOON DESI N S M eav 1st STAGE Top of Dike Elevation 98.79 FT. Emergency Spillway Crest Elevation --------....._Top of 25Yr./241-1r.Storm Storage Not NotA{Applkeble FT. TOP of"Heavy Rain"Storage -..........-_ Not Applicable Start Pump Elevation 9 FT. .11 End Pump Elevation 97 --••-- TOP of Sludge Storage -----,._ 6.88.07 10 FT. FT. SsasOnal High Watertabla Elev, 0 .00 Finished Bottom Elevation -..._...... 88.00 FT. Inside Top Length ....._....�..__ N Applicable Inside Top Width __ Side Slopes - Not Applicable 1-990011 SUdaceArea -_ 3.0:1 H:V Min.Liner Thickness(drequired) 216,026 SF Freeboard Depth 1,9 FT. Temporary Storage period 1.00 FT. 177 Days TOTAL DESIGN VOLUME 2053272(CU.FT.) Zone Deaths. Treatment!Sludge Storage Zane Depth--........ 10.1 FT. Temporary Storage Zone Depth -• 1.0 FT. Freeboard/Storm Storage Zane Depth ......•... 1.7 FT. Total Lagoon DGplh _--_- 12.8 FT. Murphy-Brown,L Engineenng P. x WersewNG 28398 ( 10)293 34 Grower: 35012-Stage856 Designed By: KBW Address: PO Box Checked By: DSE Warsaw,NC 28398 Date: 08109115 county. Du tin Sheet 9 of 12 LAGOON DESIGN cUMM RY 2nd STAGE Top of Dike Elevation .........—_—_._ 58.10 FT. Emergency SPlltway Crest Elevation Not Applicable Top of25Yr,I24Hr.Storm Storage ------—_--__ 57.10 FT. Top of"Heavy Rein"Storage -----._._..— Applicable Start Pump Elevation _._......._ Not Not 66.43 FT End Pump Elevation —------- 45.00 FT. Top of Sludge Storage .......—.— 49.45 FT. Seasonal High Watertable Elev. __—..._. 0 00 Finished Bottom Elevation Inside Top Length —.........—__— 90.00 FT. 00 FT. Inside Top Width Side Slopes ..... —••—�---- 365 355.00 FT. Lagoon Surface Area --------- ---- — 3.0:1 H:V Min.Liner Thickness if 102,950 SF ( required) — --.— 2.1 FT. Freeboard Depth __.._..._..� Temporary Storage 1,00 FT. P ry rage Period ------...—.._ 177 Days TOTAL DESIGN VOLUME=099700(CU.FT.) 2:gne Deoths: Treatment I Sludge Storage Zone Depth------ 1.0 FT. Temporary Storage Zone Depth ----.--- 11.4 FT, Freeboard I Storm Storage Zone Depth ---•--_- 1.7 FT. Total Lagoon Depth _......... '14.1 FT. Murphy-Brown, ngineenng ox 5 , arsaw 3 fg Grower: 35012-Stage Designe KBW Address: PO Box SW Uesign c DSE Warsaw, NC 28399 County. Date: 06/09/15 Duplin Sheet 10 of 12 ZONE ELEVATIONS 1st STAGE TOP OF DIKE ELEV=98.79 / TOP OF STORM ELEV=97.79 / \ STRT PMP EL.=97.11 \ TOP OF TEMP STORAGE ELEV=97,11 / END PMP EL. =96.10 \ TOP OF TREAT ELEV=96.10 SHWT=0.00 \ TOP OF SLUDGE ELEV=88.07 / l _/ FINISHED BOTTOM ELEV=86.00 Murphy-Brown, LLC Engineenng P.O. Box 856, Warsaw NC 28398 (910)293-3434 Grower: 3501 2-Stage Design KBW Address: PO Box 856 Checker DSE Warsaw, NC 28398 Date: 06/09/15 Cou Duplin Sheet 11 of 12 ZONE ELEVATIONS Znd STAGE TOP OF DIKE ELEV=58.10 / \ TOP OF STORM ELEV=57.10 / \ l / STRT PMP EL.=56.43 1 TOP OF TEMP STORAGE ELEV=56 43 / END PMP EL. =45.00 \ TOP OF TREAT ELEV=45.00 SHWT=0.00 1 / \ TOP OF SLUDGE ELEV=49.45 / \ / FINISHED BOTTOM ELEV=44.00 Mufpny-Brown, LLC ErnJrnewing P.O. Box&W, Warsaw NC 26398 (910)293-3434 Grower. 3501 2-Stage Designed By: KBW Address: PO Box 856 Checked By: DSE Warsaw, NC 28398 Date: 06/09/16 County: Duplin Sheet 12 of 12 This livestock waste treatment lagoon is designed in accordance with the North Carolina Natural Resources Conservatlon Service PRACTICE STANDARD 359•WASTE TREATMENT LAGOON,revised prior to June,1996. Emergency Spillway: An Emergency Spillway is not required, CARO NOTE: See attached Waste Utilization Plan O rrpFESsiO4."._ 2:¢Q SEAL y� "s DESIGNED: 023994 EQ :O •'ENGINE, \ DATE: /!r- COMMENTS: The lagoon has been designed as an irregular shape. This design Is update of start and Stop pump elevations and to show the 112 treatment volume level for sludge storage. This design does not supercede the original certification of the farm. This design changes animal type to fartow to wean for a group housing conversion of the 2 sites. MurphySrown,LLC Engineering P.O. Box 856, Wersaw NC 28398 (910)203-3434 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 / 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 liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps -- check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. • Surface water diversion features are designed to carry 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 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) j0—Z9 te -1a1S EMERGENCY MANAGEMENT SERVICES (EMS) _�-\ Le o SOIL AND WATER CONSERVATION DISTRICT (SWCD) Aka-0 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) COOPERATIVE EXTENSION SERVICE (CES) te -- P_ILk3 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow- possible solutions are: a) Add soil to berm to increase elevation of dam. b) Pump wastes to fields at an acceptable rate. C) Stop all flow to the lagoon immediately. d) Call a pumping contractor. e) Make sure no surface water is entering lagoon. B. Runoff from waste application field-actions include: a) Immediately stop waste application. b) Create a temporary diversion to contain waste. C) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s)that cause the runoff. e) Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers-action include: a) Stop recycle pump. b) Stop irrigation pump. c) Close valves to eliminate further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators-action include: a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house, flush systems, or solid separators. 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. 8 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: (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. 9 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids (✓)Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. ( ) Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (✓)Maintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30%of surface. Excessive Decaying vegetation (V)Maintain vegetative control along banks of Vegetative Growth lagoons and other impoundment's to prevent accumulation of decaying vegetative matter along waters edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage () Design,operate and maintain feed systems(e.g.. bunkers and troughs)to minimize the accumulation of decaying wastage. () Clean up spillage on a routine basis(e.g.7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulation of feed () Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment(e.g.,covered bin for brewer's grain and similar high moisture grain products). () Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences Areas wastes and feed wastage 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). MIC—November 11, 1996 10 Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day Systems wastes interval during summer; 15-30 days interval during winter)where manure is loaded for land application or disposal. ()Provide for adequate drainage around manure stockpiles () Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. (Landowner Signature) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC -- November 11, 1996 11 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (V)Vegetative or wooded buffers: (,')Recommended best management practices; (V)Good judgment and common sense Animal body Dirty manure ()Dry floors surfaces covered animals Floorsurfaces Wet manure-covered (V)Slotted floors; floors (V)Waterers located over slotted floors; (V)Feeders at high end of solid floors; (v)Scrape manure buildup from floors; ( )Underfloor ventilation for drying Manure collection Urine (V)Frequent manure removal by flush,pit pits recharge or scrape Partial microbial ( )Underfloor ventilation decomposition Ventilation Volatile gases (,)Fan maintenance; exhaust fans Dust (-)Efficient air movement Indoor surfaces Dust (✓)Washdown between groups of animals ( )Feed additives; ( )Feeder covers; ( )Feed delivery downspout extenders to feeder covers Flush Tanks Agitation of recycled ( )Flush tank covers lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks are filling with anti-siphon vents Flush alleys Agitation during waste ( )Underfloor flush with underfloor water conveyance ventilation Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of points lagoon liquid while pits pits with anti-siphon vents are filling Lift stations Agitation during sump ( )Sump tank covers tank filling and drawdown Outside drain Agitation during waste ( )Box Covers collection or water conveyance junction boxes End of drain Agitation during waste ( )Extend discharge point of pipes pipes at lagoon water underneath lagoon liquid level Lagoon surfaces Volatile gas emissions (V)Proper lagoon liquid capacity Biological mixing (v)Correct lagoon startup procedures Agitation ( )Minimum surface area-to-volume ratio (-')Minimum agitation when pumping ( )Mechanical aeration ( )Proven biological additives Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind nozzles Wind draft (,)Minimum recommended operation pressure (V)Pump intake near lagoon liquid surface ( )Pump from second-stage lagoon AMOC—November 11, 1996 12 Storage tank or Partial microbial ( )Bottom or midlevel loading basin surface decomposition Mixing while ( )Tank covers filling Agitation when emptying( )Basin surface mats of solids ( )Proven biological additives or oxidants Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid surface position Mixing while filling level Agitation when emptying ( )Remove settled solids regularly Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use outlets ( )Proven biological additives or oxidants Dead animals Carcass decomposition ( )Proper disposition of carcasses Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits disposal pits ( )Proper location/construction of disposal pits Incinerators Incomplete combustion ( )Secondary stack burners Standing water improper drainage (V)Farm access road maintenance around facilities Microbial decomposition of away from facilities organic matter Manure tracked Poorly maintained access (✓)Farm access road maintenance onto public roads roads from farm access Additional Information: Available From: Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE128-88NCSU-BAE Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension 1995 Conference Proceedings The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Management Practices have been reviewed with me. (Landowner Signature) 13 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Liquid Systems Flush gutters . Accumulation of solids Flush system is designed and operated Ll sufficiently to remove accumulated solids from ❑ gutters as designed Remove bridging of accumulated solids at discharge Lagoons and pits • Crusted solids Maintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 to 8 inches over more than 30 percent of surface Excessive vegetative e Decaying vegetation ❑ Maintain vegetative control along banks of growth X lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feeders . Feed spillage ❑ Design, operate,and maintain feed systems(e.g., bunkers and troughs)to minimize the accumulation of decaying wastage ❑ Clean up spillage on a routine basis(e.g.,7-to 10-day interval during summer; 15-to 30-day interval during winter) AMIC—November 11, 1996, page 1 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Feed storage . Accumulations of feed residues X 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) ElInspect for and remove or break up accumulated solids in filter strips around feed storage as needed Animal holding areas . Accumulations of animal wastes Eliminate low areas that trap moisture along and feed wastage F] fences and other locations where waste accumulates and disturbance by animals is minimal EKIMaintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes(i.e.,inspect for and remove or break up accumulated solids as needed) Dry manure handling Accumulations of animal wastes Remove spillage on a routine basis(e.g.,7-to 10- systems 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 Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production Vegetative or wooded buffers X X Recommended best management practices F] Good judgment and common sense X Animal body surfaces • Dirty manure-covered animals FI I Dry floors FFloor surfaces • Wet manure-covered floors Slotted floors Waterers located over slotted floors X Feeders at high end of solid floors X Scrape manure buildup from floors Underfloor ventilation for drying Manure collection pits • Urine Frequent manure removal by flush,pit recharge, ❑X or scrape • Partial microbial decomposition F] Underfloor ventilation Ventilation exhaust Volatile gases ^❑ Fan maintenance fans X • Dust ^I Efficient air movement IX Indoor surfaces • Dust El Washdown between groups of animals Feed additives X ❑ Feeder covers Feed delivery downspout extenders to feeder covers Flush tanks • Agitation of recycled lagoon ❑ Flush tank covers liquid while tanks are filling Extend fill lines to near bottom of tanks with El anti-siphon vents Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation conveyance AMOC—November 11, 1996, page 1 Swine Farm Waste Management Odor Control Checklist _ Source Cause BMPs to Minimize Odor Site Specific Practices Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with liquid while pits are filling anti-siphon vents Lift stations . Agitation during sump tank Sump tank covers filling and drawdown Outside drain . Agitation during wastewater ❑ Box covers collection or junction conveyance boxes End of drainpipes at . Agitation during wastewater ❑ Extend discharge point of pipes underneathlagoon conveyance X lagoon liquid level Lagoon surfaces . Volatile gas emissions rX I Proper lagoon liquid capacity • Biological mixing F Correct lagoon startup procedures . Agitation X Minimum surface area-to-volume ratio X Minimum agitation when pumping ❑ Mechanical aeration Proven biological additives Irrigation sprinkler . High pressure agitation Irrigate on dry days with little or no wind nozzles FE . Wind drift Minimum recommended operating pressure X Pump intake near lagoon liquid surface X ElPump from second-stage lagoon Storage tank or basin . Partial microbial decomposition ❑ Bottom or midlevel loading surface . Mixing while filling ❑ Tank covers . Agitation when emptying ❑ Basin surface mats of solids ❑ Proven biological additives or oxidants AMOC—November 11, 1996, page 2 Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Settling basin surface . Partial microbial decomposition Extend drainpipe outlets underneath liquid level • Mixing while filling H Remove settled solids regularly • Agitation when emptying Manure, slurry, or • Agitation when spreading ❑ Soil injection of slurry/sludges sludge spreader outlets • Volatile gas emissions ❑ Wash residual manure from spreader after use 1-1 Proven biological additives or oxidants Uncovered manure, . Volatile gas emissions while ❑ Soil injection of slurry/sludges slurry,or sludge on drying field surfaces ❑ Soil incorporation within 48 hours ❑ Spread in thin uniform layers for rapid drying I Proven biological additives or oxidants Dead animals • Carcass decomposition I —^ Proper disposition of carcasses Dead animal disposal . Carcass decomposition ❑ Complete covering of carcasses in burial pits pits I Proper location/construction of disposal pits Incinerators • Incomplete combustion I71 Secondary stack burners Standing water around . Improper drainage Grade and landscape such that water drains away facilities 7 from facilities • Microbial decomposition of organic matter Manure tracked onto . Poorly maintained access roads Farm access road maintenance public roads from farm ❑X access AMOC—November 11, 1996, page 3 Additional Information: Available From: Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU—BAE Swine Production Facility Manure Management: Pit Recharge—Lagoon Treatment; EBAE 128-88 NCSU—BAE Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU—BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc. Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension AMOC-November 11, 1996, page 4 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 ❑ a death. The burial must be at least 300 feet from any flowing stream or public body of water (G.SA06403). 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. a ❑ 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. ❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture&Consumer Services (G.S. 106-549.70). ❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). ❑ 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 Specialist Date 9,90.03 FAARM 31022 BOiC 2 9193 fl1 .F ,' '1," . .1C 21 BDC 2 r . ; e F —� - 3102-Dead HeleMax Depth 60 q 3lb v r 3102, Dead Hole B (M-ax 'Depth 60") r r r r' 3501 Dead +-Dale B (Max Depth 68"') r r 350. , Leed Ho A (Max Depth 63") 350 991002 FARMI 35C��16%SC 1oFbN1S1ifNG �. A F I�