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310251_Application_20220224
State of North Carolina Department of Environment and Natural Resources Division of Water Quality Animal Feeding Operations Permit Application Form (THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) State General Permit - Existing Animal Waste Operations 1. GENERAL INFORMATION: 1.1 Facility name Pete's Farm 1.2 Print Land Owner's name: Britt Farming Company, LLC 1.3 Mailing address: 442 Coy Smith Road City, State: Albertson, NC Zip: 28508 Telephone number (include area code): (252 ) 560 - 9092 1.4 Physical address: Kitty Noecker Rd City, State: Pink Hill, NC Zip: 28572 Telephone number (include area code): ( ) - 1.5 County where facility is located: Duplin 1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): Kitty Noecker Rd. Pink Hill 1.7 Farm Manager's name (if different from Land Owner): 1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Smithfield Hog Production 1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility number: 31-251 2.2 Operation Description: Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste management structures were designed. Type of Swine ❑ Wean to Feeder El Feeder to Finish ❑ Farrow to Wean (ft sow) ❑ Farrow to Feeder (# sow) ❑ Farrow to Finish (# sow) ►�.,,�Wean to Finish (# sow) 3380 ❑ Gilts ❑ Boar/Stud No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals ❑ Layer El Beef Brood Cow ❑ Non -Layer ❑ Beef Feeder ❑ Turkey ❑ Beef Stocker Calf ❑ Turkey Poults ❑ Dairy Calf ❑ Dairy Heifer ['Dry Cow ❑ Milk Cow ❑ Other Type of Livestock on the farm: No. of Animals: FORM: AWO-STATE-G-E 1/10/06 Page 1 of 5 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 30.7 Required Acreage (as listed in the CAWMP): 30.7 2.4 Number of lagoons: 1 Total Capacity (cubic feet): 51414 n 5 Required Capacity (cubic feet): STD ? 3 �1 Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet): 2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO ircle one) 2.6 Are subsurface drains present in the vicinity or under the waste management system? YE. or O (circle one) 2.7 Does this facility meet all applicable siting requirements? . or NO (circle one) 3. REQUIRED ITEMS CHECKLIST: Please indicate that you have included the following required items by signing your initials in the space provided next to each item. Applicants Initials 3.1 One completed and signed original and two copies of the application for State General Permit - Animal Waste Operations; 3.2 Three copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied and a county road map with the location of the facility indicated; 3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a permit application for animal waste operations. The CAWMP must include the following components. Some of these components may not have been required at the time the facility was certified but should be added to the CAWMP for permitting purposes: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application 3.3.4 The soil series present on every land application field 3.3.5 The crops grown on every land application field 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP 3.3.7 The PAN applied to every land application field 3.3.8 The waste application windows for every crop utilized in the WUP 3.3.9 The required NRCS Standard specifications 3.3.10 A site schematic 3.3.11 Emergency Action Plan 3.3.12 Insect Control Checklist with chosen best management practices noted 3.3.13 Odor Control Checklist with chosen best management practices noted 3.3.14 Mortality Control Checklist with the selected method noted 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility 3.3.16 Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (Composting, waste transfers, etc.) 4. APPLICANT'S CERTIFICATION: FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5 I, -�'CM h "n �.h LLL (Land Owner's name listed in question 1.2), attest that this application for 1-e' 5 * p—r rY— (Facility name listed in question 1.1) 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 bee eLZbf dme as complete. 3 f Signature X 1 { Date 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) I, (Manager's name listed in question 1.6), attest that this application for (Facility name listed in question 1.1) 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 as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY AQUIFER PROTECTION SECTION ANIMAL FEEDING OPERATIONS UNIT 1636 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1636 TELEPHONE NUMBER: (919) 733-3221 FAX NUMBER: (919) 715-6048 6. SURFACE WATER CLASSIFICATION: FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5 This form must be completed by the appropriate DWQ regional office and included as a part of the project submittal information. INSTRUCTIONS TO NC PROFESSIONALS: The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in which this animal waste management system will be operated must be determined by the appropriate DWQ regional office. Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6 completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this animal waste application system and the downslope surface waters in which they will be located. Identify the closest downslope surface waters on the attached map copy. Once the regional office has completed the classification, reincorporate this completed page and the topographic map into the complete application form and submit the application package. 6.1 Farm Name: 6.2 Name & complete address of engineering firm: Telephone number: ( ) 6.3 Name of closest downslope surface waters: 6.4 County(ies) where the animal waste management system and surface waters are located 6.5 Map name and date: _ 6.6 NC Professional's Seal (If appropriate), Signature, and Date: TO: REGIONAL AQUIFER PROTECTION SUPERVISOR Please provide me with the classification of the watershed where this animal waste management facility will be or has been constructed or field located, as identified on the attached map segment(s): Name of surface waters: Classification (as established by the Environmental Management Commission): Proposed classification, if applicable: Signature of regional office personnel: (All attachments must be signed) Date: FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5 DIVISION OF WATER QUALITY REGIONAL OFFICES (9/05) Asheville Regional APS Supervisor 2090 U.S. Highway 70 Swannanoa, NC 28778 (828) 296-4500 Fax (828) 299-7043 Avery Macon Buncombe Madison Burke McDowell Caldwell Mitchell Cherokee Polk Clay Rutherford Graham Swain Haywood Transylvania Henderson Yancey Jackson Fayetteville Regional APS Supervisor 225 Green Street, Suite 714 Fayetteville, NC 28301-5094 (910)486-1541 Fax (910) 486-0707 Anson Moore Bladen Richmond Cumberland Robeson Harnett Sampson Hoke Scotland Montgomery Winston-Salem Regional APS Supervisor 585 Waughtown Street Winston-Salem, NC 27107 (336) 771-5000 Fax (336) 771-4631 Alamance Rockingham Alleghany Randolph Ashe Stokes Caswell Surry Davidson Watauga Davie Wilkes Forsyth Yadkin Guilford Washington Regional APS Supervisor 943 Washington Square Mall Washington, NC 27889 (252) 946-6481 Fax (252) 975-3716 Beaufort Jones Bertie Lenoir Camden Martin Chowan Pamlico Craven Pasquotank Currituck Perquimans Dare Pitt Gates Tyrell Greene Washington Hertford Wayne Hyde Mooresville Regional APS Supervisor 610 East Center Avenue Mooresville, NC 28115 (704) 663-1699 Fax (704) 663-6040 Alexander Lincoln Cabarrus Mecklenburg Catawba Rowan Cleveland Stanly Gaston Union Iredell Raleigh Regional APS Supervisor 1628 Mail Service Center Raleigh, NC 27699-1628 (919) 791-4200 Fax (919) 571-4718 Chatham Durham Edgecombe Franklin Granville Halifax Johnston Lee Nash Northampton Orange Person Vance Wake Warren Wilson Wilmington Region APS Supervisor 127 Cardinal Drive Extension Wilmington, NC 28405-3845 (910) 796-7215 Fax (910) 350-2004 Brunswick Carteret Columbus Duplin New Hanover Onslow Pender FORM: AWO-STATE-G-E 1/10/06 Page 5 of 5 Animal Waste Management Plan Certification (Please type or print all information that does not require a signature) General Information: Name of Farm: Owner(s) Name: Mailing Address: Pete's Farm Britt Farming Company, LLC 442 Coy Smith Road, Albertson, NC 28508 Facility No: 31-251 Phone No: 252-560-9092 Farm Location: County Farm is located in: Duplin Latitude and Longitude: 35 01' 33" 177 47' 59" 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.): Kitty Noecker Rd Pink Hill Operation Description: Type of Swine 0 Wean to Feeder n Feeder to Finish 0 Farrow to Wean 0 El 0 Farrow to Feeder Farrow to Finish Wean to Finish Gilts Boars No. of Animals 3380 Type of Poultry El Layer 0 Pullets No. of Animals Type of Cattle No. of Animals n Dairy 0 Beef Acreage Available for Application: 30.7 Number of Lagoons 1 Storage Ponds: 1 Required Acreage: 30.7 Total Capacity: 5,41415 Cubic Feet (ft3) Are subsurface drains present on the farm: Yes or I No I(please circle one) If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one) Owner 1 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. 1 (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer. Name of Land O . ner: Bri arming,Company, LLC Signature: Date: Name of Manager (if different from owner): )4, 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. I certify that the animal waste management system for this farm named above has an animal waste management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are included in the plan as applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically competent. II. Certification of Design A) Colle n. Storage, Treatment System Check t appropriate box I I Existing facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity: storage capability consistent with waste utilization requirements. New, expanded or retrofitted facility (SD) Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have been designed to meet or exceed the minimum standards and specifications. Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy -Brown, LLC Date Work Completed: Address (Agenc-S P.O. Box 856Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: GA„,_ L ` � Date: 1p- a --�\ 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 (Agenc: P.O. Box 856, Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: OnDate: 1 C) Runoff Controls from Exterior Lots Check the appropriate box Facility without exterior lots (SD or WUP or RC) This facility does not contain any exterior lots. 0 Facility with exterior lots (RC) Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance with technical standards developed by NRCS. Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy -Brown, LLC Date Work Completed: Address (Agency): P.O. Box 856 Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: tom �`� , Date: AWC -- August 1, 1997 2 D). Application and Handling Equipment Check t appropriate box Existing or expanding facility with existing waste application equipment (WUP or I) Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates. A schedule for timing of applications has been established; required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan). ❑ New, expanded or existing facility without existing waste application equipment for spray irrigation. (I) Animal waste application equipment specified in the plan has been designed to apply waste as necessary to accommodate the waste management plan: (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been established: required buffers can be maintained: calibration and adjustment guidance are contained as part of the plan). ❑ New, expanded or existing facility without existing waste application equipment for land spreading not using spray irrigation. (WUP or I) Animal waste application equipment specified in the plan has been selected to apply waste as necessary to accommodate the waste management plan: (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has been established; required buffers can be maintained: calibration and adjustment guidance are contained as a part of the plan). Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy -Brown, LLC Date Work Completed: Address (Agency): P.O. Box 856, Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: �^� Date: [ o - E) Odor Control, nsecttontrol Mortality M gement and Emergency ActionryPlan �(SD. SI, WUP, RC or I) 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 (Agenc P.Q. Box 856, Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: � . \�Date: to_ - r] F) Written Notice of New or Expanding Swine Ism 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 3 111. Certification of Installation A) Collection Storage, Treatment Installation New, expanded or retrofitted facility (SI) Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in accordance with the approved plan to meet or exceed the minimum standards and specifications. For existing facilities without retrofits, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency): Phone No.: Signature: Date: B) Land Application Site (WUP) Check the appropriate box The cropping system is in place on all land as specified in the animal waste management plan. Conditional Approval: all required land as specified in the plan is cleared for planting: the cropping system as specified in the waste utilization plan has not been established and the owner has committed to establish the vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for compliance with the waste utilization plan. 0 Also check this box if appropriate If the cropping system as specified in the plan can not be established on newly cleared land within 30 days of this certification, the owner has committed to establish an interim crop for erosion control: Name of Technical Specialist (Please Print): Toni W. King Affiliation Murphy -Brown, LLC Date Work Completed: Address (Agen ): P.O. Box 856, Warsaw, NC 2839E Phone No.: (910) 293-3434 Signature: ` , Date: - a _ a) This following signature block is only to be used when the box for conditional approval in III. B I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM. Name of Land Owner: Signature: Date: Name of Manager (if different from owner): Signature: Date AWC -- August 1, 1997 4 C) Runoff Controls from Exterior Lots (RC) Facility with exterior lots Methods to minimize the run off of pollutants from lounging and heavy use area have been installed as specified in the plan. For facilities without exterior lots, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency): Phone No.: Signature: Date: D) Application and Handling Equipment Installation (WUP or I) Check the appropriate b! 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. 0 Animal waste application and handling equipment specified in the plan has not been installed but the owner has produced leasing or third party application and has provided a signed contract: equipment specified in the contract agrees with the requirements of the plan: required buffers can be maintained: calibration and adjustment guidance have been provided to the owners and are continued as part of the plan. 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 (Agency): P.O. Box 8 6, Warsaw, NC 2839E Phone No.: (910)293-3434 Signature: �p; Date: 1.D -e-a --a1 The following signature block is only use when the box for conditional approval in III D above has been checked. (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM. Name of Land Owner: Signature: Date: Name of Manager (if different from owner): Signature: Date E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I) Methods to control odors and insects as specified in the Plan have been installed and are operational. The 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 (Agen y): P.O. Box 85F, Vyarsaw, NC 2839E Phone No.: (910)293-3434 Signature: � t! }� w Date: - — AWC -- August 1, 1997 5 Please return the completed form to the Division of Water Quality at the following Address: Department of Environment Health and Natural Resources Division of Water Quality Water Quality Section, Compliance Group P.O. Box 29535 Raleigh, NC 27626-0535 Please remember to submit a copy of this form along with the complete Animal Waste Management Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste Management Plan. AWC -- August 1, 1997 6 Nutrient Management Plan For Animal Waste Utilization 05-28-2021 This plan has been prepared for: Pete's Farm (31-251) Britt Farming Company, LLC 442 Coy Smith Road Albertson, NC 28508 (252) 560-9092 This plan has been developed by: Ronnie G. Kennedy Jr. Agriment Services, Inc. PO Box 1096 Beulaville, NC 28518 252-568-2648 Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. 14e/1...4,4 c7,(2-- ?iii-------- Signature (owner) Date Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: echnical Specialist Signature ‘-2 P—fir Date 755984 Database Version 4,1 Date Printed: 05-28-2021 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S75 Swine Wean -Finish Lagoon Liquid waste generated 2,622,880 gals/year by a 3,380 animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 4728 Incorporated 5673 Injected 5673 Irrigated 4728 Max. Avail. PAN (lbs)* Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 4,728 7352 -2,624 4,078,917 -1,456,037 Year2 4,728 7879 -3,151 4,371,225 -1,748,345 Note: In source ID, S means standard source, U means user defined source. * Max. Available PAN is calculated on the basis of the actual application methods) identified in the plan for this source. 755984 Database Version 4.1 Date Printed: 05-28-2021 Source Page 1 of 1 5/28/2021 - Britt Farming Company Narrative This plan is to update new owner information and convert farm from a (2,880 Feeder to Finish) to (3,380 Wean to Finish). This farm has a year 1 deficit of-167.29 and year 2 deficit of-351.41 without sub field areas. Sub field areas are to be applied using honey wagon or aerway. Grower may also plant and apply 251bs PAN to small grain cover crop after removal of soybeans and before planning corn. Therefore, the next crop would need its PAN reduced by any waste applications that accrued on previous cover crop. If no applications accrue on cover crop reduction is not required. 12/14/2000 - Harold Smith THIS PLAN IS A REVISION OF THE 6/24/97 PLAN COMPLETED BY JOHNNY LANIER. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES. FIELD PS2 WILL UTILIZE A HONEYWAGON TO ACCESS 1 I OF THE 14.55 ACRES IN THE FIELD (SEE HONEYWAGON AGREEMENT). THE WETTABLE ACRE DET ASSUMES THIS FIELD IS UTILIZED BY THE TRAVELER IRRIGATION SYSTEM OWNED BY MR. SMITH. MR. SMITH WANTED TO UTILIZE THE HONEYWAGON TO ACCESS MORE ACRES OF THIS FIELD TO REMAIN IN A PASTURE SITUATION. HOWEVER, SOME OF THE ACREAGE WILL HAVE TO BECOME A BERMUDA HAY ROTATION. THE APPLICATION RATES FOR BERMUDA PASTURE ARE CONTROLLED GRAZED RATES SINCE MR. SMITH MOVES THE COWS TO DIFFERENT PADDOCKS AND HAYS PART OF THE PRODUCTION OF FORAGE. THE APPLICATION WINDOWS IN THE PLAN ARE GENERAL IN REGARDS TO SMALL GRAIN OVERSEED. FOR GUIDANCE ON THE WINDOWS AND RATES MR. SMITHH MUST REVERT TO GUIDANCE MEMO FROM NCSU (INCLUDED). ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. MR. SMITH PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS. 4/25/2014 - Harold Smith THIS PLAN CHANGES PSI AND PS3 TO HAY AND PS2(HONEYWAGON) TO CORN/WHEAT/SOYBEANS. 755984 Database Version 4.1 Date Printed: 05-28-2021 Narrative Page 1 of I The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available. Planned Crops Summary Tract Field Total Acres ,, Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 5709 PSI 8.98 8.98 N/A Foreskin Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 5709 PS2 8.51 8.51 N/A Foreston Corn, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured. Full Season 40 bu. 5709 PS3 1.99 1.99 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 5709 Sub PSI 3.52 3.00 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 5709 Sub PS2 5.79 5.00 N/A Foreston Com, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Full Season 40 bu. 5709 Sub PS3 1.91 1.50 N/A Aukryvillc Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons PLAN TOTALS: 30.70 28.98 LI Potential Leaching Technical Guidance 2 Low potential to contribute to soluble nutrient leaching below the root zone. None >= 2 & <= 10 Moderate potential to contribute to soluble nutrient leaching below the root zone. Nutrient Management (590) should be planned. > 10 High potential to contribute to soluble -Nutrient nutrient leaching below the root zone. Management (590) should be planned. Other conservation practices that improve the soils available water holding capacity and improve nutrient use efficiency should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328). Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 755984 Database Version 4.1 Date Printed 5/28/2021 PCS Page I of 1 NOTE: Symbol * means user entered data. L C U 'd L � 0 i U >. 0 0 JD c O Q 0.co .- 4) td _co0. E 3 0 2 aU_ C O y ed an 3 c % a1L �-0 W 0 O cis p _o E >0 O i 0 a) 'd o bA Q I1r y C C 0 bA O o Q E4 4 o O 4) O 0,' 24. y Q C . >1 G.v0i = 0 '3 a) U al, ys... U 4W O Q.� j Q1 U 0 o o `� 0. 4-en 411g a 0 ) a O C .y N a- N Q L g `O .E g-C F O 0 . t .O 0 -.1:/U .1) C O V ,., .2 'F tL L .2 L L. MI .0 13 0 cC O O ... g pp 32 -a ¢ f_ r% y 0 - g O 8 O 8 O 0 O 0 O 0 O © O 0 C 0 0 0 G 0 O 0 O a' 5 a' co N O M 1+�i 4'4.1 N N H ��0p N Cl 00 456.03 h M b 000 IN a 3 -O ^ 0..3 0 O 0 a 0 0 o 0 0 0 0 C. 0 O 0 0 0 0 c 0 0 o 0 0 0 O Q 0 0 Q 0 O 0 c 0 O o a. I $¢ - o n N O w 01 '0 T .+1 n N N .7 A+ N o h O' .0 0' 4,1 A N Na. R g _' 7 ¢ -� 'O Q. 9 7 � z a z 0 v1 f� N r - 0o 1r1 0 h 01 1D N 0 v7 Q n N .-. 00 h 0 WI 0' '0 N g. k yb 't 00 -e !b .t ob -t 00 .E 0b .E 0b .E ob .E ob .L ob -E _b 'E ob 'E iZ 0 0 N 0 0 0 0 O N .= O c., E ('S _< Z o 0 0 0 0 0 0 0 o co o 0 u . lal lai O. r,.Z S zZ h N rn -4•N1.1N--1N Q $ 0 0 P0 9. P. - f �i O 0 ON M 0 y N O • P - [mil G O - f'.i G O T [_+1 0t. V�11 a O � T M C 0 T M r �. H O - H O 1p 0 N a h E- O - 1p v1 .an 0 C .-. I-- O .p 0 N In. E-- 0 .-- F V1 1r. O. 0 V Small Grain Overseed Hybrid Bermudagrass Hay Corn, Grain Wheat, Grain Small Grain Overseed Hybrid Bermudagrass Hay Small Grain Overseed Hybrid Bermudagrass Hay 0 E 0 0 0 Wheat, Grain Small Grain Overseed Hybrid Bermudagrass Hay 6T 6 b o0 T 00 7 00 v1 00 p •--- O - O M O M O v1 O v1 1Qn- 1.0'1- 13 Hba Q per. 00 0 00 4.1' 00 - 00 a - Q T - 41 H1 1Nr. 1+i n 1ri n .n T - 0' - . 10 o t 0 00 Foreston 0 1 - 0 L° Foreston Autryville 01 >> < Foreston Foreston Foreston Foreston 1 a L L. > < 11 Y. 0 Nto Yn1 h 0 12 N V 0 :L.. 0 ry (0 11I1 v! N V) 0V1 y 41 0 V.1 0 r. 0 tu Li. 0 0. 0 0. N 0 R. N 0 0. M 00 Cs. 4'1 N 6. d 3 y a. .0 y a.. .0 up). aa.. 7 v1 0. .0 CA a ? H p. [ . O 1- V1 O L� V1 Q r- V1 O N 4'1 Q. O N 1n pp�� O M1 V1 O 1-- 1n O N .r. O N v'. Q f- 1!1 C 4.. V1 O 1" h WUT Page I of 3 Date Printed: 5/28/202I Database Version 4.1 It.' f Cy'C I00'0 .8 O si a2d� y pa § 4,07892 Co N N 3 .0 _ 73 FP.-• clgR G O C C] 0 Balance, 1000 gallons Total Applied, tons Total Produced, tons IBalance, tons 8 g. a� 8 Q o� O o f!0 c It Q zaZ g • a tot z gw5&I z C �Np CC -0a y0 <-c a. S 8-1 z z ' z- z ti '8 R. r.0 } CC M. 0 U N 6 5a � Q IJ r. rii y s 0 u 'w r) e 0 z WUT Page 2 of 3 Date Printed: 5/28/2021 Database Version 4.1 Waste Utilization Table G.9i Q v y YO O 0CCOOpCGGCG6 a s 0. O Q a © a o a o 0 O 0 O 0 C 9 _� a..¢i ']2 aQv y O O - O: 7 N O vy .G r1 Q - r~ N .n H] rt (� N Ir1 in O, ,G O+ N N r+i 00 456.03 n a 432.73 .a •-- R o�0 In N N N - I- rl V 00 c0 N N ,0 N en o0 r 9^ g¢° m o a O Q O G O C pp O O 0 O 0 0 0 0 0 O 0 0 0 O 0 O 0 0 Total Applied, 1000 gallons Total Produced, 1000 gallons Balance. 1000 gallons Total Applied, tons Total Produced, tons yvJ O 5 Q co g' " a g 0.03 8 8 a F.N v r- r- O N N Co 0in — m in ' ,O 00 v In N v` N a` V R I,0 n N — rV in 0 0' - r1 in in ,D 00 v. r• r� N y N 0' Q y 'B Q^ 5 0. E i. Z a... z I vQi N V�i v-i vOi 4 +n n1 vi -a1 yr. so N U Qo. liS M E 00 t e� k e0 .E 00 .k 09 .E ci k no 'k a6 'E 00 .E 00 •'E _CO k apZ I o 0 0 0 0 0 © 0 0 0 0 0 E 3 R. 0. - u zQ-'- Z 0 0 0 CO0 0 O O 0 0 0 O oup C v ^ b0_ 0. Z� Z z h N in NO � G N '� N in - in N 6 8 ita ell O aL'., rn O Q. q a - a — r; a o oo'�, r_n — ' ;I - O m oz m O in i- Os r o 7 — r? 27 O a'.+ N1 LU C in O - in E- O 'G p .o a y E- O - y E- h Vi y I,- o - 1-O O .p 4 h 4 0 in '- O - inEa- 1-- N Vt o. Q u Small Grain Oversced Hybrid Bermudagrass Hay Wheat, Grain Soybeans, Manured, Full Season Small Grain Overseed Hybrid Bermudagrass Hay Small Grain Ovcrseed Hybrid Bermudagrass Hay Q to Soybeans, Manured, Full Season Small Grain Overseed Hybrid Bermudagrass Hay 6 G Q 00 00 00 CO a` 00 — in c0 00 Os — ON a Co 0 M 0 0 M 0 0 .n Co o vl Co in 0 Fb Q 00 00 co 0) 00 ul 00 4n 00 Cr'. Qs . a - 14 ul in IN r r.i n In Ors in 0' - — - in u .0 u en 'p H C. Ii O ui.. Foreston 0 y w° W 'r a Q V i B. 0 < u Lt. Foreston Foreston u U. Y i 3 < U i =' � < u in N to h N rn in e� 00 Vi I, rn in r 0 Vi 1- rn kin n 00 4i N 00 Vl e- 00 kin N 0 •r r 00 1 V1 r- en i.t. C. A. N 0. N 0. 2 0. fn 0. a 7 eepn�� a. 7 N n- g +0 N 0. g 00 rn a g 00 r1 00 0 00 •- [^- es M1 vi p, r .r O I- in O I- in O r- 1n Q� O r- in O r. in QN.� O I~ 00 O N In 0 e- 00 O N 00 O e- 00 a • cri 0 ea WUT Page 3 of 3 Date Printed: 5/28/2021 Database Version 4.1 00 00 - 0 z r- The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) 5709 PS I Foreston 0.50 1.0 5709 PS2 Foreston 0.50 1.0 5709 PS3 Autryville 0.60 1.0 5709 Sub PSI Foreston 0.50 1.0 5709 Sub PS2 Foreston 0.50 1.0 5709 Sub PS3 Autryville 0.60 1.0 755984 Database Version 4.1 Date Printed 5/28/2021 IAF Page I of I The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and Tess than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Source Name Swine Wean -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 9/ 1 180 Plan Year Month Available Storage Capacity (Days) * 1 1 67 1 2 75 1 3 110 1 4 153 1 5 180 1 6 180 1 _ 7 180 1 8 180 1 9 180 1 10 176 1 11^ 176 1 12 166 2 1 156 2 2 158 2 3 180 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 158 2 11 140 2 12 118 * Available Storage Capacity is calculated as of the end of each month. 755984 Database Version 4.1 Date Printed: 05-28-2021 Capacity Page 1 of 1 Required Specifications For Animal Waste Management 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 that 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 Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving 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 by 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). 755984 Database Version 4.1 Date Printed: 5/28/2021 Specification Page 1 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 soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. 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 that 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. 755984 Database Version 4.1 Date Printed: 5/28/2021 Specification Page 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a 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. 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. 755984 Database Version 4.1 Date Printed: 5/28/2021 Specification Page 3 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 soils 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 five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. 755984 Database Version 4.1 Date Printed: 5/28/2021 Specification Page 4 Crop Notes The following crop note applies to field(s): PS2, Sub PS2 Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbslacre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount ofN is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): PSI, Sub PSI Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lblac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. ----------------------------------------------------------- 755984 Database Version 4.1 Date Printed: 05-28-2021 Crop Note Page 1 of 3 The following crop note applies to field(s): PS3, Sub PS3 Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): PSI, Sub PSI Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): PS3, Sub PS3 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. ---------------------------------------------------------------------------- 755984 Database Version 4.1 Date Printed: 05-28-2021 Crop Note Page 2 of 3 The following crop note applies to field(s): PS2, Sub PS2 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): PS2, Sub PS2 Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 I/2" and adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable soybean production. ----------------- 755984 Database Version 4.1 Date Printed: 05-28-2021 Crop Note Page 3 of 3 l Pete's Farm (31-251) Hard Hose Traveler Acreage Calculations (p O E- Pull Acres I O N el O iO M co O r CD r r Nr r coC10 r O CV 0.82 1\ M ti r C'7 co C5 r M In 0 CD Co N 0 CO CD N 0 (D co N C7 C+) C+') r 0 Ch C`1 T- Ca CO O CV 6 r CO I1) Ca O CO CV CD r 0/ O Ci CO co CV C) N �" V CD C4 F IC/ QO O) O) v' Section Pull Acres N C%1 M (D CD V7 0 O "' CO T 1.54 00 T 2.08 0.82 Total Hard Hose Traveler Acres: Area N 0.531 0.531 0.531 LMf) CD If) O 0.531 '0 0 11)1) 0 0.531 0.531 ICC 0 tCij 0 and Hose Traveler Acres:1 PSI Field Total Acres: PS2 Field Total Acres: PS3 Field Total Acres: Stop End E.i 0.000 O CSC+''! C] N CD 0.300 0.300 0 CD 0 0.320 0.320 Area Covered (%)I * OaLLOLI,l0C)NN110 •)- g r o 0 0 0 0 0 gco' . r- %09 100% o 1'- Stop End 23 HI EE70 (C) EE70(C) NE65 (G) CD ZZZ 0 CO NE65 (G) NE65 (G) 1 6Eii ,_, O ._..� OD 7t` CD ... CO 0 v tD 0007(�0 �............, CO CD CO CO C7 CO ... O 0 `. CO Total H Start EndI i2:); 0.330 0.330 0.380 l's• O C7 0.370 000 CS 0.380 0.380 Gun C p -4 Exterior Exterior Exterior L V W Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior rLt..I cc; O Cei 13 C W.0 NH co Co EE70 (B) ^ m CD 1.., w W NE65 (B) .-.—__ .. `-"-'�-' 10 cDCDC- ZZZ m 10 11 NE65 (B) NE65 (B) Lane o a C\\\\\\\\\moo •C j Itititil~tiI's1.1,�^1,1s O. 0 h 0 1s a 1- a 1- 0 1- 0 N 0 is Q is. Q 1s a f� a I - 77% Field Acres: Faun Total with Sub Field Acres: 0 6- C.) C 0 C.) ID (b CI 2.87 3.33 0.38 0.49 00 0- 1` T- 1.38 N T-•0 o Lateral C co 170 0 r- T- 170 _ 170 170 170 170 000 1` TV- 1/ 1- T CD I� Tr CD 1'- Farm Total w/o Sub c J a C Cj0 co1- a m o %0L 0 COCDCO CDO0000 0 o c DCDO o o Wetted Diameter 220 N NN N 220 220 N N 220 220 220 N N 220 220 '^ M,�j 1tip CO _-I 0' C N a 0) 140 OOcoO `tl T r- T'- ti T 176 coOO N- V -' 176 !Gun in 0- co I!) 65 '0 CO 65 65 U) CO 65 65 65 65 65 Id Acres:1 PS2 Sub Field Acres:1 PS3 Sub Field Acres:1 Length] M l• 852 �N 216 289 f�C4 N �ml 0.50" 0.50" 0 '0 O 0.50" O 4UIntointC)'0'000) OOO6C)C706 O O 0 0 0 0 0 U. 0 u) r a 5 itt 200 o00.1 N N N 265 m N 265 265 _ Model 000000 0 r 0 r 0 T 0 T 0 r 0 r 1100T 1100T 00 0 T 0 r 1004 0 O T ]]GG Q N v N N v Cj t.) v ^ N v (2-5) (^O N {s C 000000000000 V) q) Z C CD CD Z C m N Z C v) 0 Z C V) 0 Z C co Q) Z C co Cli Z C to Q) Z C Vi 0 Z C in 0 Z C co 0 Z C to G? Z a—rN01 aaa.aaaaa "Tr 4)CON (0 C -NC) 10(DI�ODC)0i-N r.-C- Harold Smith (Pete Smith Farm) Page 1 of 1 r 0C Stationary & Hard Hose Traveling Gun System Wettable Acre Computations 100 TAPER BORE NOZZLE 'SOOT 1091'•Sysay i i4suri orderings 0.s0- 9309450 0.55e 0.60' 0.65' 0.70- 0.7e- 9309.055 9509.040 9307-066 9309-070 93ov.0 0 RV 0as• 0.90' Fkrir P51 GPM PfA 11 GPM D . Ft GPM 1r. w GPM 0116R 0194 01i 1s 0WPA Ow R GPM ow. rs GPM int n' GPM M. a GPIA Mk R _ 40 47 191 57 202 66 213 78 322, 91 250, 109 340 118 250 134 256� 152 262 - - ; 50 50 205 64 215 74 226 87 235 100 -24S 115.256 120 265 150 273 165 280,204 182 29$ 8001 316 60 33 213 49 277 81 240 96 250 110 240 126 270 :143 280 164 289 70 60 225 73 238 68 250 103 263 120 215 136 293 155 795 177 302,197 310 1224 243 331 00 64 28579 445 94 260 110 273 128 265 146 295 165 306 189 814 �210 325 259 354 90A 68 245 83 258 100 220 117 283 135 � 155 306 175 615 , 201 326 �228 835 274 362 100 72 255 87 268 106 280 123 293 143 305 163 516I 185 323 212 334 235345 189 372 110, 76 265— 92 270 111 290 129 63 150 315 v171 324 195 335 222 344^ 247 355 304 350 Model Number Ffose Length (Feet) Hole LO finches} Lane Spacing fFeett No. of Aaes Cowwrod 6t One Pul How Rate (G.P.31.) Ono Pull, Applying 1" 0f Water (Frs.) Nelson Gun end Pressure Twbk30 ( s Tutbine Gas 1025 _ 650 223 1E0 330 ; 187 131 1133 10.65 8R100i80 PSI 1n3n 965 3.0 240 5.84 260 280 10.2 9.4 SR150I80 PSI 1033 1325 1375 850 1250 1100 3.3 3.2 3.6 gr— 240 280 3.80 7A1 7.78 mu 400 265 • 290 382 418 7.1 6.4 126 11.6 9.2 8.4 211150/80 P81 SR150/80 PSI SR150180 PS) • 0.86 RING 150 RING NOZZLE 15OR 1508 RIM* + Cap + 5e1of 7 pings Verity she %flea ordeals 0.86' 0.9r 6707-054 6287-097 1.08" 57-11 Dv* CcV (a -to 1.26' $.34' 1.41' i Flo. ads 1 47' NI NI ley. GPM y, s� 094. I I�Ka /� p Yf� M A Ft �� 0 - -- p DIA rR /���. �y�• a oI 4 Y{A i► /���. Yru /��� �p�Yff{��iY MA Fr GPM WR 11 �i�..YI }�� flp� G M MA. 1T. OPM �.` �y OA F) 50 100 245 130 265 163 182 285 300 205 125 300 315] 255 273 320 300 333 _ 33o 335 350 350 350 ; 385 383 365 . 423 353 368 60 110 260 143 280 70 _ 120 270 ' 155 290 197 310 245 330 i 295 350 355 365 413 980 458 383 6o 128 '280 165 300 210 320 260 840 T 3i5 360 580 330 445 096 t 440 399 90 l 135 290 ; 175 310 223 330 375 350 33S 370 405 390 475 405 1 522 409 ! 100 143 300 . 188 320 235 340 240 340 355 280 425 400 500 415 550 419 110 150 310_ 198 330 247 350 * 305 370 370 390 445 _ 410 525 425 577 429 120 157 313 L204 425 r255 360 ; 320 380 ! 285 400 465 420 _ 345 435 603 439 riPL Harold Smith (Pete Smith Farm) Page 2 of 2 Existing Stationary Gun Irrigation System Reid PS1 • # of Total Guns 18 • # of Guns w/ 360° Spray 11 • # of Guns w/ 270° Spray 0 • # of Guns w/ 180° Spray 5 • # of Guns w/ 60° Spray 2 Using table 6-G and knowing that the wetted diameter is 220 feet, the design area of each excessively spaced gun is 0.531 acres. • # of Guns w/ 360° Spray(Design Area) = Total Acres of Guns w/ 360° Spray • 11 Guns (0.531 acres) = 5.84 Total Acres of Guns w/ 360° Spray • # of Guns w/ 180° Spray(Design Area x .5) = Total Acres of Guns w/ 180° Spray • 5 Guns (0.531 acres x .5) = 1.33 Total Acres of Guns w/ 180° Spray • # of Guns w/ 60° Spray(Design Area x.25) = Total Acres of Guns w/ 60° Spray • 2 Guns (0.531 acres x .25) = 0.27 Total Acres of Guns w/ 60° Spray Total Acres of Guns w/ 360° Spray + Total Acres of Guns w/ 180° Spray + Total Acres of Guns w/ 60° Spray = Total Wettable Acres of Field PSI 5.84 Total Acres of Guns w/ 360° Spray + 1.33 Total Acres of Guns w/ 180° Spray + 0.27 Total Acres of Guns w/ 60° Spray = 7.44 Total Wettable Acres of Field PSI New Hard Hose Traveler Gun Irrigation System Field PS2 • # of Exterior Lanes 3 • # of interior Lanes 3 • # of Total Lanes 6 • Lane Spacing 176' • Wetted 0 265' • Lane Spacing as a % 66% Lane 1 > Start End Area [Table NE65 - B] 0.38 ac. > Middle Area [75'(265'/2 + 17672)/43,560] 0.38 ac. > Stop End Area [Table NE6S - G] 0.32 ac. > Total Area [0.38 ac. + 0.38 ac. + 0.32 ac.] 1.08 ac. Harold Smith (Pete Smith Farm) Page 3 of3 reN Field PS2 Con'!. e2 > Start End Area ['Table N165 - B] 0.37 ac. > Middle Area [121'(176')/43,560] 0.49 ac. > Stop End Area [Table NI65 - G] 0.30 ac. > Total Area [0.37 ac. + 0.49 ac. + 0.30 ac.] 1.16 ac. Lane 3 • Start End Area [Table NI65 -- BJ 0.37 ac. > Middle Area [216'(176')/43,560] 0.87 ac. > Stop End Area [Table NI65 - G] 0.30 ac. > Total Area [0.37 ac. + 0.87 ac. + 0.30 ac.) 1.54 ac. Lane 4 > Start End Area [Table N165 - B]. 0.37 ac. > Middle Area [289'(1761/43,560] 1.17 ac. > Stop End Area [Table NI65 - G] 0.30 ac. > Total Area [0.37 ac. + 1.17 ac. + 0.30 ac.] 1.84 ac. Lane 5 > Start End Area [Table NE65 - B] 0.38 ac. > Middle Area (272'(265'/2 + 176'/2)/43.560] 1.38 ac. > Stop End Area [Table NE65 - G] 0.32 ac. > Total Area [0.38 ac. + 1.38 ac. + 0.32 ac.] 2.08 ac. Lane 6 > Start End Area [Table NE65 - B] 0.38 ac. > Middle Area [23'(268'/2 + 176'/2)/43,560] 0.12 ac. > Stop End Area [Table NE68 - G] 0.32 ac. > Total Area [0.38 ac. + 0.12 ac. + 0.32 ac.] 0.82 ac. Total Area of Lane 1 + Total Area of Lane 2 + Total Area of Lane 3 + Total Area of Lane 4 + Total Area of Lane 5 + Total Area of Lane 6 = Total Area of Field PS2 1.08 ac. Total Area of Lane 1 + 1.16 ac. Total Area of Lane 2 + 1.54 ac. Total Area of Lane 3 + 1.84 ac. Total Area of Lane 4 + 2.08 ac. Total Area of Lane 5 + 0.82 ac. Total Area of Lane 6 = 8.52 ac. Total Area ofiYeld PS2 Harold Smith (Pete Smith Farm) Page 4 of 4 Existing Stationary Gun Irrigation System Field PS3 • # of Total Guns 5 • # of Guns w/ 360° Spray 2 • # of Guns w/ 270° Spray 1 • # of Guns w/ 180° Spray 2 • # of Guns w/ 60° Spray 0 Using table 6-0 and knowing that the wetted diameter is 220 feet, the design area of each excessively spaced gun is 0.531 acres. • # of Guns w/ 360° Spray(Design Area) = Total Acres of Guns w/ 360° Spray • 2 Guns (0.531 acres) = 1.06 Total Acres of Guns w/ 360° Spray • # of Guns w/ 270° Spray(Design Area x .75) = Total Acres of Guns w/ 270° Spray • 1 Guns (0.531 acres x .75) = 0.40 Total Acres of Guns w/ 270° Spray • # of Guns w/ 180° Spray(Design Area x . 5) = Total Acres of Guns w/ 180° Spray • 2 Guns (0.53I acres x .5) = 0.53 Total Acres of Guns w/ 180° Spray Total Acres of Guns w/ 360° Spray + Total Acres of Guns w/ 270° Spray + Total Acres of Guns w/ 180° Spray = Total Wettable Acres of Field PS3 1.06 Total Acres of Guns w/ 360° Spray + 0.40 Total Acres of Guns w/ 270° Spray + 0.53 Total Acres of Guns w/ 180° Spray = 1.99 Total Wettable Acres of Field PS3 Total Wettable Acres of Field PSI + Total Wettable Acres of Field PS2 + Total Wettable Acres of Field PS3 = Total Stationary & Hard Hose Traveling Gun System Acres on Farm 7.44 Total Wettable Acres of Field PSI + 8.52 Total Wettable Acres of Field PS3 + 1.99 Total Wettable Acres of Field PS3 =17.95 Total Stationary & Hard Hose Traveling Gun System Wettable Acres on Farm Prepared by Agriment Services Inc. P.O. Box 1066 - Benlavillo , NC - 268l8 Phone (2S2) 568.2648 - Fax (262) 568-2760 x77C4,414f Signature of owner or facility representative Na/o/G/St/Y4 Printed name of the same above h2/M/6 Date Si" a of technical specialist / moG CG •yeit geofr t Printed name of the same above /02-AA Date 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 feast monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste inlet Pipes, Recycling Pipes, and Overflow Pipes — look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 2 Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment -- look for: 1. settlement, cracking, or "jug" holes 2. side slope stability -- slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to finer damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps -- check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure, You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. • Surface water diversion features are designed to carry 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) EMERGENCY MANAGEMENT SERVICES (EMS) SOIL AND WATER CONSERVATION DISTRICT (SWCD) NATURAL RESOURCES CONSERVATION SERVICE (NRCS) COOPERATIVE EXTENSION SERVICE (CES) c�`o-29te 1a+s- 9t�—a\L-ata-o °tt° "NI _ ag(Q 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) b) c) d) e) Immediately stop waste application. Create a temporary diversion to contain waste. Incorporate waste to reduce runoff. Evaluate and eliminate the reason(s) that cause the runoff. 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) b) c) d) Stop recycle pump. Stop irrigation pump. Make sure siphon occurs. 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 Sheriffs 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 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. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulation of feed residues {) Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products), () 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 (Le. inspect for and remove or break up accumulated solids as needed). MIC — November 11, 1996 I0 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. certify the aforementioned insect control Best Management Practices have been reviewed with me. )(11/Gt-et-e SC‘1 (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 INSTRUCTIONS FOR USE • Odor Control Checklist is required by General Statute 143.215.10C(e}(1) • Check any/all the BMPs you will implement on this facility. Items checked/selec • Items in bold or pre -selected are required. • Add any site -specific details related to the selected BMPs • Include any other odor control measures not listed • NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP Permit No.: 3- o� s pate:A�l �� Owner 5ignature� 1��+-( ted become a requirement of the CAWMP. prior to selecting for your facility. Cause/Source BMP Option to Minimise Odor Comments Site Specific Practices FARMSTEAD • Swine Production • Improper drainage ❑ Maintain vegetative or wooded buffers at or near property boundary ❑ Grade and landscape so water drains away from facilities and prevent ponding ❑ Maintain Farm access roads and prevent traffic in waste application area ❑ Other BMPs — please describe • Traps dust and gases, provides dilution and visual screening • May require third party input/approval • Reduce odors and vectors that occur with stagnant conditions • Prevents spillage during transport and tracking of waste onto public roads MORTALITY MANAGEMENT • Carcass ® Dispose of mortality using method approved • Required by statute and permit Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval According to CAWMP (Mortality Management Checklist) and permit(s). ❑ Put carcasses in refrigerated (or freezer) dead boxes within 24 hours for short-term mortality storage. ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration complete combustion. ❑ Other BMPs — please describe • Incomplete Incineration Swine AMOC Page 1 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Control Checklist Permit No.: 31- ')- Si Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE / BARN —WASTE HANDLING • Flush tanks ❑ Install flush tank covers • Odorous Gases ❑ Flush pits at least 4 times per day • Partial microbial ❑ Empty pits at least once every 7 days decomposition ❑ Underfloor flush with pit ventilation • Agitation of wastes 0 Install/extend fill lines to near bottom of tanks with anti -siphon vents ❑ Install covers on outside waste collection or junction box ❑ Install sump tank covers for lift stations • Ammonia 0 Flush/recharge with treated effluent ❑ Treat waste in pits with proven biological or chemical additive ❑ Other BMPs— please describe • Pit -flush systems • Pit -flush systems • Pit -recharge or "pull -plug" systems • Monitor for any solids accumulation in pit HOUSE / BARN —FLOOR AND INDOOR SURFACES • Manure covered floors • Odorous Gases ❑ Scrape manure from alleys into pens daily ❑ Install fully slotted floor system ❑ Install waterers over slotted floor area ❑ Install feeders at high end of solid floors ❑ Scrape manure buildup from floors and walls ❑ Keep floors dry ❑ Install underfloor ventilation for drying ❑ Replace bedding/scrape at frequency to keep bedding dry ❑ Other BM Ps -- please describe • Will move with other manure via pits • Where applicable • Aids in animal cleanliness • Aids in animal cleanliness • Solid floor/bedding systems Swine AMOC Page 2 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Control Checklist Permit No.: 3 1' )-5 } Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE / BARN — VENTILATION • Dust • Volatile/odorous gases ❑ Clean fans regularly —specify frequency ❑ Efficient air movement ❑ Install temperature and humidity sensors to control ventilation ❑ Treat barn exhaust ❑ Other BMPs —please describe • Examples: blofrlters, wet scrubbing, windbreaks • May reduce ventilation rate depending on method HOUSE /BARN — FEED • Dust • Adsorbed Gases • Ammonia O Install feed covers ® Keep outdoor feed storage covered except When necessary to add/remove feed ❑ Minimize free -fall height of dry feed ❑ Install feed delivery downspout extenders to the feed covers © Remove spoiled/unusable feed on regular basis ❑ Feed pellets instead of dry meal ❑ Use feed additives ❑ Use feed -reduced crude protein diet ❑ Other BMPs — please describe • Required by rule 15A NCAC 02D .1802 • May require third party input/approval • May require third party input/approval • May require third party input/approval HOUSE / BARN — GENERAL • Dust • Odorous Gases ❑ Install temperature and humidity sensors to control ventilation ❑ Use ultraviolet Tight to treat indoor air ❑ Use indoor or outdoor electrostatic space charge system D Other BMPs— please describe • Maintain relative humidity at 40 to 65% • Can be used to treat exhaust air Swine AMOC Page 3 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Contra! Checklist Permit No.: ,3 I - a S Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAGOON / WASTE STORAGE STRUCTURE • Volatile Gases ® Maintain proper lagoon volume • Sufficient liquid volume/depth is required for proper anaerobic treatment ❑ Minimize free -fall height of waste from discharge pipeto lagoon surface D Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner liquid level Q Maintain proper surface area -to -volume ratio ❑ Use correct lagoon start-up procedures ❑ Aerate for odor control ® Manage sludge levels based on annual sludge survey as required by permit ❑ Keep spilled feed or foreign debris out of lagoon to prevent excess sludge accumulation ❑ Install/use solids separation system ❑ Use proven biological or chemical additives ❑ Use permeable lagoon covers {not a digester) ❑ Use Impermeable lagoon cover or • Methane can be Flared if not utilized anaerobic digester 0 Other BMPs — please describe • Monitor for any increase in rate of solids accumulation LAND APPLICATION • Odorous gases • Wind drift ® Perform land application in accordance with CAWMP ® Pump intake near lagoon surface ❑ Pump from second stage lagoon O Follow good neighbor policy ❑ Operate at minimum recommended pressure ❑ Increase setbacks beyond those required by statute, rule, or permit • Required by rule 15A NCAC 02D _1802 • Avoid application on known weekends, special days, or holidays/eves if possible Swine AMOC Page 4 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Control Checklist Permit No.: 31- 5) Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAND APPLICATION (CONTINUED) ❑ Apply during favorable wind conditions, (especially for traveling guns or impact sprinklers) © When practical, apply waste on sunny days rather than cool, overcast days ❑ When possible, apply waste mid -morning to late -afternoon ❑ For traveling guns, use taper -ring or taper -bore nozzles ❑ For traveling guns, use largest -available nozzle that provides acceptable application uniformity ❑ Replace impact sprinklers with low -drift nozzles on center pivots and linear move systems. © Use hose -drag system ❑ Use injection method for waste application ❑ Other BMPs —please describe • Recommend checking predicted average hourly wind speed within 24 hours prior to anticipated start • Allows for vertical dissipation of odor • Allows for better vertical dissipation of odor • Less odor and drift than ring nozzles SLUDGE DISPOSAL • Odorous gases ❑ Transport sludge in covered vehicles or tankers ❑ Apply in thin, uniform layers ❑ Incorporate land -applied sludge as soon as practical after application, and in accordance with permit. D Use injection method for sludge application Q Dewater sludge prior to application ❑ Use alternatives to land application, such as compost, gasification, energy generation, etc. ❑ Other BMPs — please describe • Speeds drying and prevents ponding • Required within 48 hours or prior to next rain event, whichever is first, for conventionally tilled bare soils Swine AMOC Page 5 of 6 APPROVED — 7/25/2019 ADDRnONAL INFORMATION AVAILABLE FROM: Air Management Practices Assessment Tool (AMPAT) AHG-538-A Certification Training for Animal Waste Management Systems: Type A EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies NC NRCS Standard 359 — Waste Treatment Lagoon NC NRCS Standard 380 — Windbreak/Shelterbelt Establishment NC NRCS Standard 422 — Hedgerow Planting NC NRCS Standard 442 — Sprinkler System Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Options for Managing Odor: A Report from the Swine Odor Task Force www.extension.iastate.edu/ampat/ NC Division of Water Resources www.bae.ncsu.edu www.bae.ncsu.edu www.bae.ncsu.edu www.bae.ncsu.edu www.bae.ncsu.edu www.nrcs.udsa.gov www.nres.udsa.gov www.nres.udsa.gov www.nrcs.udsa.gov Florida Cooperative Extension Service NC State University Swine AMOC Page 6 of 6 APPROVED— 7/25/2019 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 El El Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table. Attach burial location map and plan. El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. FfEl Rendering at a rendering plant licensed under G.S. 106-168.7. ElEl Complete incineration according to 02 NCAC 52C .0102. ❑ El A composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEQ. El ElIn 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). El ill 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. 411e/s4/14 tAc) X 4-3 1 Signature of Farm Owner/Manager Date „SU/IL_ Signature of Technical Specialist Date Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW Address: 442 Coy Smith Rd Checked By: DSE Albertson, NC 28508 Date: 06/02/21 County: Dublin Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION Nursery: Wean to Finish: Finishing: Farrow to weanling: Farrow to feeder: Farrow to finish: Boars: Storage Period: 25 Yr. 124 Hr Storm Event "Heavy Rain" Factor Rainfall in Excess of Evaporation Additional Water Usage: Additional Drainage Area: Farm Population: Not Applicable 0 3380 Hd. 0 0 0 0 0 180 Days 7.5 In. 7.0 In. 0 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (YIN) --------- Does Operator Want Emergency Spillway? (Y/N) N Was This Design Built Prior to Sept. 1996? (Y/N) Y Is Drain Tile Req'd to Lower SHWT? (Y/N) N Seasonal High Water Table Elev:--------- --- 38.50 Ft. Freeboard: ---------- 1.0 Ft. Emergency Spillway Flow Depth: Not Applicable Side Slopes: 2.5 :1 (H:V) Inside Top Length: 175.0 Ft. Inside Top Width: 410.0 Ft. Top of Dike Elevation: ---- - Depth 46.60 Ft. Finished Bottom Elevation: 11.50 Ft. 35.10 Ft. Start Pump Elevation: 19.92 In. 44.94 Ft. Stop Pump Elevation: 45.72 In. 42.79 Ft. LAGOON VOLUME REQUIRED VOL. Storm Stor = Temporary Permanent = Total Volume = 44844 (Cu.Ft.) 136777 (Cu.Ft.) 388700 (Cu.Ft.) 570,321 (Cu.Ft.) DESIGN VOLUMES % REQ'D. 45,085 (Cu.Ft.) 137,348 (Cu.Ft.) 392,042 (Cu.Ft.) 574,475 (Cu.Ft.) 1/2 Treatment Volume = 1/2 Treatment Volume Elevation = 90 Temporary Storage Volume Elevation = 194,350 (Cu.Ft.) 39.34 Ft. 43.57 Ft. Min. Required Liner Thickness Lagoon Surface Area: (Inside TOD) 100.54% 100.42% 100.86% 100.73% 87.12 In. 36.40 In. 1.7 Ft. 71,750 S.F. Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 (910) 293-3434 Elevation (FT.) 35.10 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 46.60 Grower: Britt Farming Co, LLC Pete's Farm 31-251 Address: 442 Coy Smith Rd Albertson, NC 28508 County: Duplin Designed By: KBW Checked By: DSE Date: 06/02/21 Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS BASE VOLUME: r1Cu. Ft. LAGOON STAGE -AREA VOLUMES Contour Area (SF) 41,419 43,554 45,974 48,444 50,964 53,534 56,154 58,824 61,544 64,314 67,134 70,004 71,750 Incr. Vol. (Cu. FT) 38,238 44,764 47,209 49,704 52,249 54,844 57,489 60,184 62,929 65,724 68,569 42,526 Cumul. Vol. (Cu. FT) 0 38,238 83,002 130,211 179,915 232,164 287,008 344,497 404,681 467,610 533,334 601,903 644,429 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 570,321 CF CUMULATIVE VOL. ZONE VOL. 100.73% END PUMP = = = = START PUMP = _ MAX STORAGE = 42.79 FT 44.94 FT 45.60 FT 392,042 CF TR'MT 529,390 CF TEMP 574,475 CF STORM 392,042 100.86% 137,348 100.42% 45,085 100.54% Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 (910) 293-3434 Grower: Britt Farming Co, LLC Pete's Farm 31-251 Address: 442 Coy Smith Rd Albertson, NC 28508 County: Duplin Designed By: KBW Checked By: DSE Date: 06/02/21 Sheet3of7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: nimal Type Capacity * ALW * (cu.ft./Ib) = Total Nursery 0 30 1.00 0 Wean to Finish 3,380 115 1.00 388,700 Finishing 0 135 1.00 0 Farrow to weanling 0 433 1.00 0 Farrow to feeder 0 522 1.00 0 Farrow to finish 0 1,417 1.00 0 Boars 0 400 1.00 0 Total Required Treatment Volume (cu. ft.)= Sludge Storage Volume: 388,700 'Animal Type Capacity * ALW * cu.ft. b = Tota Nursery 0 30 0.00 0 Wean to Finish 3,380 115 0.00 0 Finishing 0 135 0.00 0 Farrow to weanling 0 433 0.00 0 Farrow to feeder 0 522 0.00 0 Farrow to finish 0 1,417 0.00 0 Boars 0 400 0.000 0 Total Required Sludge Storage Volume (cu. ft.)= Temporary Storage Volume: Manure Production: 0 'Animal Type Capacity * Sto. Period d./day) = Total Nursery 0 180 0.30 0 Wean to Finish 3,380 180 1.17 710,025 Finishing 0 180 1.37 0 Farrow to weanling 0 180 4.39 0 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 180 14.38 0 Boars 0 180 4.06 0 Total Manure Production (gals.)= Total Manure Production (cu.ft.)= Excess Fresh Water: 710,025 94,923 pima Type Capacity * Sto. Period d. day = Tota Nursery 0 180 0.00 0 Wean to Finish 3,380 180 0.00 0 Finishing 0 180 0.00 0 Farrow to weanling 0 180 0.00 0 Farrow to feeder 0 180 0.00 0 Farrow to finish 0 180 0.00 0 Boars 0 180 0.00 0 Total Fresh Water Excess (gals.)= Total Fresh Water Excess (cu.ft.)= 0 0 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW Address: 442 Coy Smith Rd Checked By: DSE Albertson, NC 28508 Date: 06/02/21 County: Duplin Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (71750 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in)1 12in./ft. Vol.= (71750 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= "Heavy Rain" Storage: VoI.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft. Vol.= (71750 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft. Total Required Volume for "Heavy Rain" (cu.ft.) = (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required 0 Total Required Storm Storage (25Yr. / 24Hr. Storm + 'Heavy Rain')= Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = Total Required Permanent Storage (Treatment + Sludge) = TOTAL REQUIRED VOLUME = 570321 (CU.FT.) 41,854 44,844 44,844 (CU.FT) 136,777 (CU.FT) 388,700 (CU.FT) 0 0 Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW Address: 442 Coy Smith Rd Checked By: DSE Albertson, NC 28508 Date: 06/02/21 County: Duplin Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation Emergency Spillway Crest Elevation Top of 25Yr. / 24Hr. Storm Storage Top of "Heavy Rain" Storage Start Pump Elevation End Pump Elevation Top of Sludge Storage Seasonal High Watertable Elev. Finished Bottom Elevation Inside Top Length Inside Top Width Side Slopes Lagoon Surface Area Min. Liner Thickness (if required) Freeboard Depth Temporary Storage Period Zone Depths: TOTAL DESIGN VOLUME = 574475 (CU.FT.) Treatment / Sludge Storage Zone Depth ---- Temporary Storage Zone Depth Freeboard / Storm Storage Zone Depth ----------- Total Lagoon Depth 46.60 FT. Not Ar Applicable 45.60 FT. Not Applicable 44.94 FT. 42.79 FT. Not Applicable 38.50 FT. 35.10 FT. 175.00 FT. 410.00 FT. 3:1 H:V 71,750 SF 1.7 FT. 1.00 FT. 180 Days 7.7 FT. 2.2 FT. 1.7 FT. 11.5 FT. Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434 (NI_ N w co mU)Q~ ❑ o a5 c, ' (7) I) - 0) - c L ❑000D ZONE ELEVATIONS TOP OF DIKE ELEV = 46.60 TOP OF STORM ELEV = 45.60 TOP OF TEMP STORAGE ELEV = 44.94 STRT PMP EL.= 44.94 SHWT = 38.50 TOP OF TREAT ELEV = 42.79 END PMP EL. = 42.79 FINISHED BOTTOM ELEV = 35.10 (910) 293-3434 Murphy -Brown, LLC Engineering Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW Address: 442 Coy Smith Rd Checked By: DSE Albertson, NC 28508 Date: 06/02/21 County: Duplin Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the United States Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway is not required. DESIGNED: DATE: NOTE: See attached Waste Utilization Plan COMMENTS: Based on original design by ME Sugg 12-3-92 This design is update of start and stop pump elevations and to show the 1/2 treatment volume level for sludge storage. This design does not supercede the original certification of the farm. Elevations are based on an assumed benchmark and do not represent mean sea level datum. 1 certify, to the best of my professional knowledge, judgement, and belief, this design calculation is in accordance with the applicable NRCS standards. Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-3434