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HomeMy WebLinkAbout310086_Permit Renewal Application 2019_20190410 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3,2019. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Farm Number: 31-0086 Certificate Of Coverage Number: AWS310086 2. Facility Name: ABS Family Farms.Inc. 3. Landowner's Name(same as on the Waste Management Plan): ABS Family Farms,Inc. 4. Landowner's Mailing Address: 1587 S NC 50 City: Magnolia State: NC Zip: 28453 Telephone Number: 910-296-1854 Ext. E-mail: 5. Facility's Physical Address: 1587 S NC 50 City: Magnolia State: NC Zip: 28453 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): Gray Sheffield g, Farm Manager's telephone number(include area code): 910-296-1518 Ext. 9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC 10. Operator Name(OIC): Willie Gray Sheffield Phone No.: 910-296-1854 OIC#: 19693 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 4,760 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other F a wish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other arrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Estimated Liner Type Estimated Design Freeboard Structure Date (Clay,Synthetic, Capacity Surface Area "Redline" Name Built Unknown) (Cubic Feet) (Square Feet) (Inches) NEW 19.50 OLD 19.50 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d)to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example:irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g.composting,digesters,waste transfers,etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Name: Title: r� Signature: Date: 1 , / Name: u`U Title: P� Signature: Date: _ J? r' Name: AU60 Title: y� Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal@nedenr.gov FORM: RENEWAL-STATE GENERAL 02/2019 SrA Ft ROY COOPER. Gmerrrar MICHAEL S.REGANt�ty "''N " Secr�e �rq"w wrY LINDA CULPEPPER NORTH CAROLINA Drr"for Environmental Quality February 27,2019 ABS Family Farms,Inc. ABS Family Farms,Inc. 1587 S NC 50 Magnolia,NC 28453 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available athtips://deg.nc.gov/about/divisions/Water-resources/Wgter-quality-regional-operations/afo or by writing or calling: e NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 In order to assure your continued covergge under the State Non-Dischame General Permits ou mu t submit an gpolication for permit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility Currently Covered by an Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019. Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the completed and sinned application form. A list of items included in the CAWMP can be found on ogge 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to$25,000 per day. If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Sincerely, Jon Risgaard,Section Chief Animal Feeding Operations and Groundwater Section Enclosures cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section Duplin County Soil and Water Conservation District AFOG Section Central Files-AWS310086 Murphy-Brown LLC North Carolna Department of Environmental Quality I r)Nsien of Water Resources 512 N.Salisbury St.1 1636 Mall Service Center I Raleigh,North Carolina 27699-1636 919.707 BODO Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: ABS Family Farms, Inc.-Dale Atkinson Farm;AWS310086 County: Duplin Address: 1587 S NC Hwy 50 Magnolia, NC 28453-8845 Date: 6/6/2016 Telephone: (910)290-3065 Table 1 -Field Specifications Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field Rate Cycle Number (acres; Soil Type Slope% Crop(s) do/hr) (inches) Comments 1 5.63 Aut ille 0-5 Bermuda/Overseed 0.5 1 Solid Sets 2 6.29 Aut ville 0-5 Bermuda/Overseed 0.5 1 Pulls 2 48.19 Aut ville 0-5 Bermuda/Overseed 0.5 1 Pivot 60.11 Sheet2 TABLE 2-Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 3"Traveler; Valley Standard Pivot 7000 Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hydrant No. (ft/min) in/hr. Width(ft.) Len th(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull 1 2.89 0.33 260 148 300 1.08 60 90 330 2.25 2 5.31 0.61 110/260 2221117 300 1.08 60 90 180/180 2.01 7 2.89 0.33 270 132 1 300 1.08 60 90 330 2.03 P1 Center Pivot-Acreage computer calcualted-720.7'machine length w/102.7'end gun radius 48.19 TOTAL 54.48 Sheet3 TABLE 3 -Solid Set Irrigation Gun Settings Make, Model and Type of Equipment Nelson 100 Part Circle Big Gun Operating Parameters Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating Degree Diameter Along Between Rate Diameter Pressure Time Set No. of O er. feet Pipelines Pipelines inlhr) (inches) at Gun si at H drant hr. Comments-Acres per zone 1 180 230 140 140 0.49 0.812 50 1.02 0.302 2 360 230 140 140 0.49 0.812 50 1.02 0.604 3 360 230 140 140 0.49 0.812 50 1.02 0.604 4 360 230 140 140 0.49 0.812 50 1.02 0.604 5 360 230 140 140 0.49 0.812 50 1.02 0.604 6 180 230 140 140 0.49 0.812 50 1.02 0.302 7 360 230 140 140 0.49 0.812 50 1.02 0.560 8 360 230 140 140 0.49 0.812 50 1.02 0.560 9 180 230 140 140 0.49 0.812 50 1.02 0.280 10 180 230 140 140 0.49 0.812 50 1.02 0.302 11 360 230 140 140 0.49 0.812 50 1.02 0.604 12 180 230 140 140 0.49 0.812 50 1.02 0.302 TOTAL 5.63 Sheet4 TABLE 4- Irrigation System Specifications Traveling Solid Set Irrigation Gun Irrigation Flow Rate of Sprinkler m 182 100 Operating Pressure at Pump(psi) 103.3 63.4 Design Precipitation Rate in/hr) 0.31 0.49 Hose Length (feet) 854 XXXXXXXX Type of Speed Compensation Mechanical XXXxUUUC Pump Type (PTO, Engine, Electric) Engine -Engine Pump Power Requirement h ) 19.9 13.4 TABLE 5 -Thrust Block Specifications 611 411 211 THRUST BLOCK THRUST BLOCK THRUST BLOCK LOCATION AREA (sq. ft.) AREA(sq. ft.) AREA (sq. ft. 90 degree bend 8.8 4.3 1.1 Dead End 6.2 3.0 0.8 Tee 4.4 2.1 0.5 Gate Valve 6.2 3.0 0.8 45 degree bend 4.7 2.3 0.6 Pagel Sheet5 IRRIGATION SYSTEM DESIGNERV�A� •.., Name: Micah Kevin Weston, CID Company: Smithfield Hog Production Division 7�1 Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 Phone: (910)293-3434 I� 002919 Required Documentation SIGNIN The following details of design and materials must accompany all irrigation designs: -� 1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system 6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE. 8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters per NC Statutes. Sheet6 Narrative of Irrigation System Operation This design is for an addition of a center pivot a"wetted acreage"determination for an existing facility. The acres were calculated based on the equipment specified and the charts created by NCSU for calculating Area Allowances for Stationary Sprinkler Systems and Area Allowances for Hard Hose Traveler Systems. The center pivot acres were computer calculated. The design and installation of the pivot was done by Benchmark Buildings and Irrigation, Inc. The pivot replaces pulls 3-6 &8 and modifies pulls 2&7. Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of system. Sheet7 CALCULATIONS Sprinkler Specifications Sprinkler Type: Nelson 150 Nozzle Size: 1.08 inches Sprinkler Pressure: 60 psi Flowrate(GPM): 182 gpm Wetted Diameter: 300 feet Lane Spacings Desired Spacing (%): 70 % Design Spacing(feet): 210 "PVC irrigation pipe normally comes in 20'pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 220 feet Actual Spacing (%): 73 % Application Rate Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared) Design App. Rate= 0.31 in/hr 300 degree arc= 0.37 in/hr 330 degree arc= 0.33 in/hr 220 degree arc= 0.50 in/hr 180 degree arc= 0.61 in/hr Traveller Speed Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing Desired app. (in.)= 0.5 inches 360 degree arc= 2.66 ft/min 300 degree arc= 3.19 ft/min 330 degree arc= 2.89 ft/min 220 degree arc= 4.25 ft/min 180 degree arc= 5.31 ft/min Mainline Velocity Velocity= .408 x Flowrate/pipe diameter squared feet/sec." "For buried pipelines, velocity should be below 5 feet per second Pipe size: 6 inches Velocity= 2.06 ft/sec. Page 1 Sheet? Maximum Mainline Friction Loss Most distant hydrant: 7 Total distance: 1680 feet Friction Loss is figured using Hazen/William's Equation Friction Loss= 0.24 feet/100 feet Max. Mainline Loss= 4.1 feet or 1.8 psi Total Dynamic Head Sprinkler Pressure: 60 psi Loss through traveller: 30 psi Elevation head: 4.3 psi Mainline loss: 1.8 psi Suction head and lift: 2.3 psi 5%fitting loss: 4.9 psi TOTAL(TDH)= 103.3 psi or 238.6 feet Horsepower Required Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency Pump Description: Berkeley B3JQBM Pump Efficiency: 55 % Horsepower Required: 19.9 Hp Thrust Blocking Thrust Block Area =Thrust/Soil Bearing Strength Thrust: 7460 feet Soil Bearing Strength: 1200 feet End Cap: 6.2 ft2 90 degree elbow: 8.8 ft2 Tee: 4.4 ft2 45 degree elbow: 4.7 ft2 Pipe Pressure Rating Check Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 103.3 psi 70%of Pressure Rating: 140 psi If Max. Pressure on system is less than 70%of Pressure Rating, OK Page 2 Sheet? Net Positive Suction Head Check NPSHA: 21 NPSHR: 6 *from pump curve If NPSHA>NPSHR OK Page 3 Sheet7(2) CALCULATIONS Sprinkler Specifications Sprinkler Type: Nelson 100 Nozzle Size: 0.812 inches Sprinkler Pressure: 50 psi Flowrate(GPM): 100 gpm Wetted Diameter: 230 feet ' Reflects a 10% reduction from chart Sprinkler Spacings Desired Spacing (%): 60 % Design Spacing(feet): 138 *PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 140 feet Actual Spacing (%): 61 % Application Rate Application Rate= (96.3xFlowrate)/sprinkler spacing squared Design App. Rate= 0.49 in/hr Run Time per Set Run time per set= Desired application/Design application rate= hours Desired app. (in.)= 0.5 inches Run time per set= 1.02 hours Mainline Velocity Velocity=.408 x Flowrate/pipe diameter squared feet/sec.** "For buried pipelines, velocity should be below 5 feet per second Pipe size: 6 inches #Sprinklers Oper.: 2 Velocity= 2.27 ft/sec. Maximum Lateral Line Entrance Velocit Pipe size: 2 inches 4 inches #Sprinklers Oper.: 2 Velocity= 0.00 ft/sec. 5.10 ft/sec. Page 1 Sheet7 (2) Maximum Mainline Friction Loss Zone Used: 1-6 Total distance: 750 feet Friction Loss is figured using Hazen/William's Equation Friction Loss= 0.29 feet/100 feet Max. Mainline Loss= 2.2 feet or 0.9 psi Maximum Lateral Line Loss Lateral line friction loss is determined using the assumption that 3/4 of the Friction Loss occurs in the first 1/3 of the lateral line Total Lateral Length: feet 700 feet #sprinklers on Lat.: 2 Frict. Loss at 1/3 lat. 0.00 feet 4.86 Max. Lateral Loss: 0.00 feet or 0.00 psi 2.80 psi Total Dynamic Head Sprinkler Pressure: 50 psi Lateral Line Loss: 2.80 psi Elevation head: 4.3 psi Mainline loss: 0.9 psi Suction head and lift: 2.3 psi 5%fitting loss: 3.0 psi TOTAL(TDH)= 63.4 psi or 146.4 feet Horsepower Required Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency Pump Description: Berkely B3JQBM Pump Efficiency: 55 % Horsepower Req'd: 13.4 Hp Page 2 Sheet7 (2) Thrust Blocking Thrust Block Area =Thrust/Soil Bearing Strength 6" 4" 2" Thrust: 7460 feet 3630 feet 910 feet Soil Bearing Strength: 1200 feet 1200 feet 1200 feet End Cap: 6.2 ft2 3.0 ft2 0.8 ft2 90 degree elbow: 8.8 ft2 4.3 ft2 1.1 ft2 Tee: 4.4 ft2 2.1 ft2 0.5 ft2 45 degree elbow: 4.7 ft2 2.3 ft2 0.6 ft2 Pipe Pressure Rating Check Pressure Rating of Pipe to be Used: 160 psi Max. Pressure on system when running: 63.4 psi 70%of Pressure Rating: 112 psi If Max. Pressure on system is less than 70%of Pressure Rating, OK Net Positive Suction Head Check NPSHA: 22 NPSHR: 6 *from pump curve If NPSHA>NPSHR, OK Page 3 Sheet8 Dale Atkinson Farm; AWS310086 Acreage Calculation 6/6/2016 Sprinkler Acres per Total Int. Acres per Total Ext. Acres per Total Sing. Total Hvd# Coverage #Int. Int.S rink. Acres #Ext. Ext.S rink.Acres #Sin le Sin .S rk. Acres Acres 1 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 0 0.560 0.000 1 0. 004 0.302 0.302 2 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604 Half 0 0.000 0.000 0 0.560 0.000 -0-0.604 0.000 0.000 3 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604 Half 0 0.000 0.000 0 0.560 0.000 0 0. 004 0.000 0.000 4 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604 Half 0 0.000 0.000 0 . 0.6601 0.000 0 0.604 0.000 0.000 5 Full 0 0.000 0.000 0 0.5601 0.000 1 0.604 0.604 0.604 Half 0 0.000 0.000 0 0.5601 0.000 0 0.604 0.000 0.000 6 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 0 0.560 0.000 1 0.604 0.302 0.302 7 Full 0 0.000 0.000 1 0.560 0.560 0 0.604 0.000 0.566 Half 0 0.000 0.000 0 0.560 0.000 0 0. 004 0.000 0.000 8 Full 0 0.000 0.000 1 0.560 0.560 0 0.604 0.000 0.560 Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 9 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 1 0.5601 0.280 0 0.604 0.000 0.280 10 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 0 0.560 0.000 1 0.604 0.302 0.302 11 Full 0 0.000 0.000 0 0.560 0.000 1 0.604 0.604 0.604 Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 12 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 0 0.560 0.000 1 0.604 0.302 0.302 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Full 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 Half 0 0.000 0.000 0 0.560 0.000 0 0.604 0.000 0.000 0 3 9 Total Acres= 5.63 Page 1 Sheet8 (2) Dale Atkinson Farm; AWS310086 Acreage Calculations 6/6/2016 Width Length Acres Total Acres Start End Stop End Total Pull# u M-1 midsection {midsection] Lqc.1 L412.1Pull Acres 1 260 148 0.883 0.883 0.750 0.620 2.25 2 110 222 0.561 1.259 0.750 0.000 2.01 260 117 0.698 0.000 0.000 0.000 0.00 7 270 132 0.818 0.818 0.660 0.550 2.03 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000_ 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 10.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0:00 Total Acres 6.29 Page 1 Hv:is Acres ABS Family Farms, Inc. Solid Sets 1 0.302 Dale Atkinson Farm 2 0 3 0.604 .604 4 0.604 AWS310086 5 0. 6 0.330022 ■=4 7 0.560 7 8 0.560 9 0.280 Total Field 2 = 78.02 Ac. 10 0.302 Wetted = 54.48 Ac. 11 0.604 Sub 2 = 23.54 Ac. 12 0.302 Waterways Total 5.63 7 Pulls 1 2.25 2 2.01 7 2.03 1 Total 5.29 I 2 1 Pivot Pivot 1 48.19 I Wetted Total 60.11 11 10 Waterway 1 �8 B 7 5 4 Hog �3 Pivot 1 Houses 2 37.46 Ac. w/o End Gun Lagoon 48.19 Ac. w/End Gun I Total Field 1 = 7.80 Ac. End Gun Run Time-94% (Solid Sets) Wetted = 5.63 Ac. Sub = 2.17Ac. well w/100'offsets Specifications: Solid Sets Nelson 106 Part circle Big Gun gg w/1.812" Nozzle ® 50 PSIf. 100 GPM; 230' WD +� a e� Specifications: Pulls ti� ^� 0 3 Irrifrance Traveler t� w/Nelson 150 Big Gun oz w/1.08" Nozzle ® 60 PSI a; [- 182 GPM; 300' WD uj Z SI>ecifications:. Pivot . 00�9�9 • Valley Standard Pivot 7000 720.7' Machine Length QFSIGTA 102.7' End Gun Radius %$ Alh4l���� ® 51 PSI; 500 GPM (379.3 GPM Machine + 120.7 GPM End Gun) ,mow ABS Family Farms, Inc H s Acres • Solid Sets 1 52 Dale Atkinson Farm 3 0.604 4 0.604 AWS3100M 5 0. 6 0.330022 Ode 1011111111W 8 0.560 9 0.280 Total Field 2 = 33.21 Ac. 10 0.302 (Previously Pulls 1-8) 11 0.604 12 0.302 Waterways Total 5.63 7 Pulls 1 2.25 1 2 2.01 7 2.03 I Total 6.29 1 2 1 Pivot Pivot 1 48.19 Total Field AW3 = 18.20 Ac. 1 Wetted Total 60.11 t1 10 Waterway 1 17.14 Ac Bermuda ni s e 7 5 10.54 Ac. Corn 2.46 Ac. 4 Bermuda Hog �3 Houses �1G Lagoon 2 3.24 Ac. Bermuda Total Field 1 = 7.80 Ac. (Solid Sets) 1.27 Ac. Corn 5.71 Ac. Soybeans 7.83 Ac. Soybeans Wells W/100'offsets Total Field AW2 = 7.81 Ac. 7� 0 Total Field AW1 = 18.80 Ac. 002919 QFS I G 1dti@- s .� 1 f�,W, V®CHRT Valley Dealer Customer Benchmark Bldgs. &brig. ABS Fam ly Farms 165 S Ke ansville Bypass 1587 S Nc Highway 50 Kenansville,NC 28349 Magnolia,NC 28453-8845 UNITED STATES USA Dealer No, Field.Name 88'815458 Parent Order No. 11188692 Dealer PO 33828 Sprinkler Order No. 11188693 Order Date 02/09/2016 Load Date-02/19/2016 Plant McCook Manufacturing Method Of Shipment W/SYS. (11188692) 4 Span Valley Standard Pivot 7000 Machine Flow 500 (GPM) Pivot Pressure 51 (PSI) Cover Sheet ® 02/17/2016 Page 1 Parent order No 11188692 Dealer BenchmarkBl491.&Irrig, Sprinkler Order No 111566F3 Customer ABS Family Farms Field Name Vallev Standard Plyot 1000 Maehine Summary Span and Overhang Field Area Flow Pipe Coupler D. U. 43.2 (Ac) Total 500 (GPM) Model Oty Length O.D. Spacing Oty Profile Tire 37.5 (Ac)Pivot 3600 II 10.23 (GPM per Acre) j (ft) (in) (in) 5.7 (Ac) EG on 50% 99 0.54 (in per day) App Rate 7000 4 190.0 6 108 20 Standard 14.9x24HIghFloat 720.7 (ft)Machine Length 0.104 (in) App Depth @ 100% 102.7 (ft)End Gun Radius 120.7 (GPM) End Gun __j L Pressure LRDU Drive Train -----------------� Caution: 51 (PSI) Pivot Pressure 68 RPM Center Drive @60 Hz freq. 1 Obese — Inlet Pressure 14.9 x 24 high Float Tire j 0.0 (£t) Highest Elevation 52o1Wheel GB Ratio, LRDU Dist 720.7 (ft) 6 Dealer: 0.0 (ft) Lowest Elevation 4.6 Hrs/3601 @ 100% 16.50 (Ft per Min) None ------------------------------e Sprinlder--Available Outlets Sprinlder--Available Outlets i Smiler Configuration Range(ft) Sprinkler Configuration Range(ft) �- Valley U-Pdpe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets r. Valley U-Pipe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets Uf 4,18,1 20,22,1 Valley Drop 78(in)Galvanized 3/4 M NPT x 314 M NPT 24,38,1 Valley Drop 78(in)Galvanized 3/4 M NPT x 3/4 M NPT 4D;42,1 44,58,1 60,62,1 pq Nelson PC-D3000 Part Circle Spray 314 M NPT 64,7861 Nelson PC-D3000 Part Circle Spray 314 M NPT 80180 l.�l >< i Cover Sheet-02/17/2016 page 2 2arent- order No IIIL88692 Dealer Benchmark•%md ,&IrdF., Sprinkler Order NO IlIffffi Customer ABS Family Farms Field Name Yallcy Standard-Pivot 7000'Msaehine Summary Pressure Loss Had Gun(s)&Booster Pump Information Pipe Pipe Pipe Loss Primar .End Gun Length (ft) I.D. (in) Finish C-Factor (PSI) Nelson SR100 End Gun 720.7 5.79 Galvanized 150 3.8 -' O.S No z z 1 e Total= 3.9 Booster Pump 1 Span Flow Advanced Options Span Irrigated Area Rqd Act Rqd Act Last Sprinkler Coverage = 1 ft Sprinkler Coverage Length = 721.7 ft Number Length (ft) (Ac) (GPM) (GPM) (GPM per Acre) (GPM per Acre) o Deviation Use Last Coupler= YES Minimum Mainline Pressure = 6 PSI 9 -----------------------------° 1 156.7 2.3 23.4 23A 10.11 10.10 -0.1 2 180.1 7.0 71.1 71.1 10.11 10.11 0.0pp Options 3 180.1 11.7 119.4 118.1 10.11 10.08 -0.2 Ship Drop Hardware 4 179.8 16.4 165.4 165.5 10.11 10.12 0.1 Ship Endgun Nozzle EG 102.7 5.7 119.0 120.7 10.23 10.55 3.2 Ship Endgun & Hardware Do not ship Endgun Valve / Nozzle Valve Hardware Totals 43.1 498.8 Do not ship Boosterpump Hardware Drain Sprialder 0 0 Total Machine Flow 498.8 Cover Sheet-02/17/2016 Page 3 S ra nlsler Order Na 0y�4g Opq Dealex EC9lC�ffiAS$C�111},?S.BL.HS@'�p,. � ���VV�19� Customer ABSF'amilyFarms �/-CHAP Field Name �� � Parent Order No 111SS692 vallevstandardfl of ereent Timer Data Setup:Informntion-Valley Computer ControlPauelVater Application Constants: Minimum Application=0.10.4:(in) Hours Per Revolution=4.6 Based on IN Based on%Timer IN Per Pivot Hours Per Pivot IN Per Hours Per 360 degrees % Timer 360 degrees % Timer 360 de,:rees 360 decrees 0.104 100.0 4.6 100.0 0.104 4.6 0.20 52.0 6.8 90.0 0.12 5.1 0.30 34.6 13.3 80.0 0.13 5.8 0.40 26.0 17.7 70.0 0.15 .6.6 0.50 20.8 22.1 60.0 0.17 7.7 0.60 17.3 26.6 50.0 0.21 9.2 0.70 14.8 31.1 45.0 0.23 10.2 0.80 13.0 35.4 40.0 0.26 11.5 0.90 11.5 40.0 35.0 0.30 13.1 1.00 10.4 44.2 30.0 0.35 15.3 1.25 8.3 55.4 25.0 0.42 18.4 1.50 6.9 66.7 20.0 0.52 23.0 1.75 5.9 78.0 17.5 0.59 26.3 2.00 5.2 88.5 15.0 0.69 30.7 -- _-- - - - -- -- --- 12.5 0.83 36.6 10.0 1.04 46.0 7.5 1.39 61.3 5.0 2.08 92.0 Field Area Flow Pressure LRDU Drive Train 43.2 (Ac) Total 500 (GPM) 51 (PSI) Pivot Pressure 68 RPM Center Drive @ 60 Hz freq. 37.5 (Ac)Pivot 3600 10.23 (GPM per Acre) Inlet Pressure 14.9 x 24 High Float Tire 5.7 (Ac) EG on 50% 0.54 (in per day) App Rate 0.0(ft) Highest Elevation 52:lWheel GB Ratio, LRDU Dist 720.7(ft) 720.7(ft)Machine Length 0.104 (in) App Depth @ 100% 0.0(ft) Lowest Elevation 4.6Hrs/360 @ 100% ( 16.50 )'(Ft per Min) 102.7(ft)End Gun Radius 120.7 (GPM) End Gun Disclaimer The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations, sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and circumstances beyond Valmont's reasonable control). 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BROCK Date•==--___�-----------------__--_-----====>02111/98 Dist.to-nearest residence (other than owner): ft. Bows (farrow to finish):____________________> sows (farrow to feeder):____________________> head (finishing only):______________________> 1240 sows (farrow to head (wean to feeder):______________________> Ave. Live Weight for other operations(lbs. )=> Storage volume for sludge accum. (cu. ft. ) :=> Treatment Volume (min. 1 cu. ft./lb. )===____> �1 �! 25 Year - 24 Hour Rainfall (in. )===_________> Rainfall in excess of evaporation (in. )_____> 7.0 Drainage area of buildings S lots (sq. ft. )=> f Volume of rash water (gallons/day)====______> Temporary storage period (days)_____________> Freeboard Side slopes (inside lagoon):===_____________> 2.5 : 1 Inside top length (ft. ):____________________> 220.0 Inside top width (ft. ):_____________________> 163.8 Top of dike elevation (ft. ):________________> 51.8 Bottom of lagoon elevation (ft. }:==__-_____-> 40.8 Seasonal high rater table(SHWT) elev. (ft. ) :=> 41.0 Total required volume:_____________> 251820 cu. ft. Actual design volume:______________> 256275 cu. ft. Stop pumping el. (> or = to 41.0 ft.SHWT)> 48.0 ft. (> or = to 46.8 ft.Min. ) Required minimum treatment volume: 167400 cu. ft. Volume at stop pumping elevation: 167830 cu. ft. Start pumping elev. :===_____________________> 50.1 ft. Volume at start pumping elevation: 232833 cu. ft. Actual volume less 25yr-24hr rain: 233754 cu. ft. NOTE: Verify that temp. storage is adequate: Req. volume to be pumped:====> 61899 cu. ft. Actual volume to be pumped:==> 65003 cu. ft. 3 CARROLL'S FOODS-, INC. P. O. Drawer 856 WARSAW, NORTH CAROLINA 28398 EACILITY DESIGN AND WASTE MANAGEMENT PLAN FARM NATVIE OR NUMMER FARM DESCRIPTION -`={r �'/� -1/2/1' - r LOCATION 1 G/ BEFORE BEGINNW;G EXCAVATION LANDOWNER 1S ADVISED TO CONTACT COMPANY FARM ULOCO TO ASSURE THAT UNDERGROUND UTILITIES ARE NOT DESTROYED 1-800-632-4949 CONTRACT GROWER S'o r a y � t _ F CONTENTS TABLE Or 1 4Vicinity Map . . . . . . . . . . . . . . . • - ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4. ASCS Field Map . . . . . . . . . • . . . . . . . . . . . . . . . . . . 3 Soils Map - Soil Investigation Worksheet 5 Waste Treatment Flan . - • : • - • • • • • , - • • • . . • • , • , . . . . . . . . . . . 7 Waste Utilization Plan • - • • • - . • , • < , . . . . . . . . _ . 8 ✓Operation and Mecificationsintenance l For an - Lagoon . . . . . . . . . * • * * * . . . 9 VConstruction Sp . • • - • • • • • . . . • . . 10 v/Seeding Plan (Farm Site • • • • - • • • • • • - • . . . . . . . computer Drawing of Existing Ground. . . . . . . . . . . . . . . . . . il . . . . . - . . . . . . . i2 � Existing Elevations . • • • - • - • • - - . . . . . • < • • • • - • Lagoon Cross Section Diagram . . . . . . . . 13 of Proposed Lagoon & Building Pad . Computer Drawing . . . . . . . . . . . . . . . . . . . . i4 J Site Balance Report . • . • • • • - ' ' . p o s e • . . . . . . . . . . . . . . . . i5 osed - • • • • C..3mputer Drawing - All Data Prop - • • • • - • • • . . 16 *4Computer Drawing - Contour Lines • • •Sloping Lines . . . Is ,/Computer Drawing - o =Computer Drawing Slow-up gon Corner . �uty�l� YiN� . . . . . . . . . . . . 1.9 1 Building Pad Elevations . - • - • ' • " Proposed Balanced . . . 20 Computer Cross Section - Existing - . . . . . . . ., . . 21 Facility Overlaid on Existing Topo Map . . . . . . • • ' ,4E'r4;LUZ ei.;j•.;r,31 . t i� � • �;'11 111' 1' .� Ii• b.,r •� a711 Ch." f.r •'n,',.� aY _..}7r �' !2!Z `'.i 1aL to if; a .• >i { `' .,�:'fi;'4� '� r- iri JL� - lzu ' * e IA t a '• Jril 1W .' ► 1 - c S�IYt 1,0 J 1 ma a 1g i4+Y' ry. li!! W • i•,:f .•�y.. 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''�:� '•�1 jl 1'�•.ie�y�':.•f•'•���. �, .. .iT �t..c }� '::f�64'� : - '.;^.Y. :y_7 �fi- - ,•J - r-rr'Ti' i. -'-L���:.'-sv+ ae�.: ..:'kin•... ,.t� ;:r"�v: � 'y�Y�i:r"�., i ,�y«}a_• � ,vy i..:.:'�.:�•-. .7 '•i► 4 ... i s•^ ,.:,,ire.. ,rF'}.� .r `.di'!„`__ - r.�:�• .�14•+a.. i •;.�,y,�' ti{'�' '-hY"�f- �� •".,.' .:1"_ -1 �.':.�, _ iv'3E' 4; - _'.� Rai+.�'... ' aLxv f' i�- sx'r �'.'!'i_f�,;.ti-•- •..r�' r. .x; ��. s#- _ ••+ iw +�R '+'a q _ ,�'�1:i:�.. ff ye�r.�mil'• _ :�5��'ti rl, - •,a � ��_' w'+�� w�,�• -:]wi 1 :µ'• - •} 1 + --�!" '4. '.T,• :�c{``..3.:. T,�- .a • ,s• f'' r S y� .y V!!1jy�, ,('s ice,"'•=�` �-f'',YS•'•- .ti�1�•Y�! - �..}.1T q.i� 'A- —•---w - �^ `- •� Y - ti�g�'�'� nriy-''•� 1�v n - 'i _ •la. •5 _SI- •�, �' )oerator:DAIL BROCK County: DUPLIN Date: 08/23/93 distance to nearest residence {other than owner) 1200.0 feet i A. STEADY STATE LIVE WEIGHT j x - 0 sows (farrow to finish) 141�1 lbs. 0 lbs x 522 lbs. - 0 lbs 0 sows (farrow to feeder) 475200 lbs 3520 head (finishing only) I x 135 lbs. { - 0 sows (farrow to wean) 0 lbs x 43� lbs.x 3 lbs. - 0 lbs head (wean to feeder) I I 47520E lbs TOTAL STEADY! STATE LIVE WEIGHT (SSLW) _ 2. MINIMUM REQUIRED TREATMENT+VOLUME OF LAGOON Volume = 475200 lbs! SSLW x Treatment VolimCFC �1SSLWSLW Treatment Volume(CF)/lb. SSLW= /1b Volume = 475200 cubic feet it 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet ; "Owner requests no sludge storage. Sludge Till be removed as needed." 4. TOTAL DESIGN VOLUME j . Inside top length 90.0 feet ; Inside top width 235.0 feet . Top of dike aVon7quid at an 47.1 fee . Freeboard et ; Side slopes 3.0 : 1 (Inside lagoon) Total designi level at elevation 46.1 feet Bottom of lagoon elevation 36.1 feet Seasonal high water table elevation I36.0 feet Total design volume Ming pr.ismoidal fo mula SS/END1 SS/EN0 2 SS�SIDE1 SS/SIDE2 �ENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 84.0 229.0 10.0 AREA OF TOP LENGTH * WIDTH = 384.0 229.0 i 87936.0 (AREA OF TOP) AREA OF BOTTOM III LENGTH * WIDTH = 324.0 169.0 54756.0 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 354.0 199.0 281784.0 (A A OF MIDSECTION * 4) 6 CU. FT. = P.AREA TOP +I (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 1.7 87936.0 I 281784.0 54756.0 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 707460 CU. FT. i I i j ;. TEMPORARY STORAGE REQUIRED- i I i i DRAINAGE AREA: Lagoon (top of dike) Length * Width = j 390.0 235.0 91650.0 square feet Buildings (roof and lit water) Length * Width = 0.0 0.0 0.0 square feet i TOTAL DA 91650.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure 'n CF/LB SSLW 0.00136 Volume = 475200 Lbs SSLW * CF of Was a/Lb./Day * 180 days Volume = 116047 cubic feet i 5B. Volume of wash water , This is the amount of' fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for. in 5A. i * 180 days Volume = 0.0 gallons/day s storage/7.48 gallons y per CF Volume = 0.0 cubic feet ' 5C. Volume of rainfall in excess of .evaporation Use period of time when rainfall exceed evaporation by largest amount. 180 days excess ainfall ; _ �, .0 inches . Volume = 7.0 in DA / 12 inches p r foot Volume = 53462.5 cub c feet I. j I i i I 3 i t i i i 5D. Volume of 25 year - 24 hour storm Volume = 7.5 chles / 12 inches per foot * DA Volume = 57281.3 cubic feet I TOTAL REQUIRED TEMPORARY STORAGE 5A. 116047 cubic feet 5B, 0 cubic feet 5C. 53463 cubic feet ! 5D. 57281 cubic feet TOTAL 226790 cubic feet 6. SUMMARY Total required volume: 701990 cubic feet Total design volume avail. 707460 cubic feet Min. req. treatment volume plus sludge ccumulation, 475200 cubic feet At elev. 43.4 fee ; Volume ir.%. 4 4769 cubic feet (end pumping) Total design volume l ss 25y r-24hr stor� is 650179 cubic feet i At elev. 45.4 feet ; Volume is 6F16802 cubic feet (start pumping) Seasonal high water table elevation 136.0 feet 7. DESIGNED BY•�-� APPROVED BY: DATE: DATE: Cz3~ -(� t L_3 i SCS DOES-NOT CERTIFY i THAT EXCAVATION AND NOTE: SEE ATTACHED WASTE UTILIZATION PLAN FILL VOLUMES ARE CORRECT i a I I . i - I i 1 s t OPER.ATIONAND MAINTENANCE PLAN ----------------- This lagoon is designed for waste treatment with minimum odor control. The time required for the planned, fluid level to be reached may vary due to soil conditions,flu�shing operations, and the amount of fresh waterladded to the system. Land application of waste water is recogniz d as an acceptable method of disposal. Methods of application include solid set, ' center pivot, guns, and traveling gun irrig tion. Care should be taken when applying wasteito prevent runoff from the field or damage to crops. 11 The following items are to be carried out: 1. It is strongly recommended that the tre�tment lagoon be pre- charged to 1/2 its capacity to.prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste,, entering the lagoon if thereby reducing odors. Solids should be covered with effluent at all times. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application.3. Begin pump-out of the,ilagoon when fluid level reaches eleva- tion 45.4 as marked by permanent markers. Stop pump-out when the fluid level reaches elevation 43.4 obefore fluid depth is less than 6 feet deep (this prevents the to s of favorable bacteria) j 4. The recommended maximum amount to apply per irrigation is one (1) inch and the reco ended maximum ap lication rate is 0.4 inch per hour. 5. Keep vegetation on thg embankment and a�eas adjacent to the r lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded arenas or areas damage i by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of;the United States'. The Department of Environment, Health, and Natural Resources,I Division of Environ- mental Management, has the responsibility for enforcing this law. t E I ! t • I SPECIFICATIONS FOR CONSTRUCTIONOF WASTE LAGOONS SPECIFICATIONS ------- ----------------------------------- clearing: - t All trees and brush shalljbe removed from t e construction area before any excavating or fill is started. tumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. jAll stumps and roots exceeding one (1) inch in diameter shall be;removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Cut-off Trench: ; --------------- : A cut-off trench (when specified) shall be 'nstalled as shown in the plans. Construction: j ------------- r • Construction of excavated- and earthfift are s shall be performed to the neat lines and grades Ias planned. Devi' tions from this will of1the SCS. Earthfi 1 shall not be placed require prior approval in standing water and reasonable compaction of the fills shall be performed by the construction equipment or heeps-foot roller during nt of the lagoon sh ll be installed using placement. The embankme the more impervious materials. Constructio of fill heights shall include ten (10) percent for settlement. T protect against seepage, when areas of unsuitable material are encountered, they will need.to be excavated a minimum of one (1) foot below grade and backfilled and ils compacted with a suitable'material (ie-CL,S. ci Refer to the sal considerations,.7. investigation information: in the plans for spec n during construction to prevent excessive Precautions should be take erosion and sedimentation Vegetation: exposed embankment kment and other bare const ucted areas shall be seeded to the planned type of vegetation as soon as possible after construction_ l . i I ! c= I I t I t � i SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 3.0 ACRES I USE THE SEED MIXTUREIINDICATED: (810 LBS. FESCUE I GRASS S 60 LBS./ACRE (BEST SUITED ON CLAYEY O) WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. 'PENSACOLA' BAHIA GRASS ( 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 0 JUNE 30 24 LBS. HULLEDIBERMUDA GRASS S 8 LBS./AC- (SUITED FOR MOST SOIL ,COrDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 Q d) LBS. RYE GRAIN § 30 LBS./ACREI (NURSERY FOR FESCUE) 0 LBS. RYE GRASS S 40 LBS./ACREJ (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. i J I. .'APPLY THE FOLLOWING: - 3000 LBS. OF 10-10-10 FERTILIZER Too LBS./ACRE) 6 TONS OF DOLOMITIC LIME (2 TON /ACRE) 300 BALES OF SMALL GRAIN STRAW (1)0 BALES/ACRE) I ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA I�MEDIATELY.AFTER E�.RTH MOVING: IS COMPLETED. APPLY LIME AND FERTI IZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APP Y.SEED AND FIRM SEEDBED WITH' A CULTIPACKER ;I OR SIMILAR EQUIPMENTt 'APPLY MULCH. ANDISECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TOSTABLZSH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, T IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. i { I I 1 Orientation: -45.0 Z magnification: 18.9 Inclination: 20.0 55.00" 45.00 ........ 40.00" F 30.00 ' v 3D Mesh Surface Lower Left 3D Mesh Surface Existing Project: DALE BROCK Drawing: SHTi Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bW: using Sitework 3.00 44.90 53. 3.70 52.10 48.90 L42,15O 61.00 62.10 48.50 46.60 4gt,'WiO 44.80 44.70 38.60 44.00 49:0 0.... 60.8039.80 40.30 42.60 41.60 39.3 50.1037.80 37.40 39.70 40.80 40.0 36.20 34.50 36.30 38.70 38.30 DaWlight t r 38.00 Plot of all data for the surface: Existing Project: DALE BROCK " Drawing: SHT1 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework - P1`t R+ c�'AR �siGc1 !&"Aq, -TotFAL STaVk GN&S c�riG�N 1M N"1 B I�DQ, 70:' or DIKE F r N►s1�e U �l o o� �.Ir�V� � �� •c_� I .�..o� �F F�flb �,I�v, a�� � iP� .1� (i g,S, 3►D ; — 1NVR`t of �u�tlT i � ���►artrnn�Nfi ,1 C L%Gav tN suPpttiR� p Ep�tl . orientation: -45.0 Inclination: 20.0 Z Magnification: ii- .... .. • `� ... T . 1;11111`11111;11111;111111;;11/�� /�. 45.0 0tlll. Illll llll-1 1111 111 111 \��1111`t111�1111 1;`1;11111111 l;;;111;�11 ��ll�� 1111111`11111111�� 11111111111111;III11111 Ill lllllll�lill 11`111111111> ,tip 40.00 y �lll 111 yy`'�'' Illl���� 11111 1�11 ....... .. .. ,: � � �:: l , lllll111 1 yyyyyyt l�l;lll .11 1111111 _1111;� • '=• - 1 �'``'yyyy y Illll��ll� llllll111111t11111 �,I�I�II�u� - .._... -- ---- hl�;�.. .111 Illl;.11llll lull �II1t111111111�� 111111�� ;11�� �y�� 1;1;it111 1 11111111/1 Illl�111111111�111'11111;11 30.00 ' V�i11�1 ll;;ltll�ll��rllllllllllll l ll`lllllltlll1l 1 - . I��,�,i 111111 3D Mesh Surface Lower Left 3D Mesh Surface Balanced Project: DALE BROCK Drawing: SHT1 Number: Location: Bid ❑ate: Engineer: Owner: Estimator: Prepared by: using Sitework f Fill shrink/swell percent: 20. 00 Cut shrink/swell percent: 0 . 00 Iterating to balancing within 10. 0 cubic yards. . . delta Cut Fill CUT —FILL 0. 00 8872 .27 26908. 05 -18035 . 77 -2 . 12 17634 . 21 15772 . 27 1861 . 94 -1 .93 16716. 03 - 16696. 29 19 . 74 -1. 92 16706. 21 16706 .33 -0 . 12 Lower "proposed" by 1 . 92 feet. New surface called "Balanced" has been created. --- ... .--- Drawing`. SHT1 Number: Location: Bid Date: Engineer: Owner: -`_"'•' Estimator: ------e.d—b y_:—us i n_Q S i 1-a w-os k - - --------- — --- - - i 5 Loos 42.96 _ 4 .82 61 0 4 .,M-88 49.08 J 42.88 ` 36.68 ...........•......................................... 2.0 i... ............i .................•................... ...................•.................... ..4'? '.L .......................................... % ..........Gf.�4........•.-...........•••--.-......•........-. -......... ••38:•es..............•........................-----.................................-.-....-.... I 47ddq ................... ............... ........... *..................... _................................... ................::�7=: .�,.l.(.........•.-....... ..................-....-•--...._� DaWlight er 36.0E Plot of all data for the surface: Balanced Project: DALE BROCK Drawing: SHT1 Number: Location: Rid Date: Engineer: Owner: Estimator: Prepared by: using Sitewcrk ................................................... ......................................... ... ............................... .................................................... 48 08 ........................................................................ i V. .................................................. ....... Daylight erime er Plot of the contour data for the surface: Balanced Project: DALE BROCK ~~ Drawing: SHT1 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bU: ,.; using Sitework. �`ryV- s.08 42.98 4 .82 61 0 4 .�'.88 49.08 42.88 36.68 42.08 _..__.._..--.-. 47.08 _....... 48.88 47.08 Daulight ter 36.08 Plot of the sloping lines for the surface: Balanced Project: DALE BROCK Drawing: SHT1 Number: Location: Bid Date: Engineer: Owner: Estimator: - " :ti:. Prepared by: using ,Sitew®rk _i. : I 55 A 3 r i ' T : - r i ' , /y• ��� : : : : : , ; 1-4 _. Lj 1 : �1 1 : i— : , . l : 1 : n --r-r'- "V ti : : : : T , t _ : : 1 i N- _ i I _ - — i- --- , — 77 _ e 1 -1— r , , _ I _.: i i , jjI Y I� l\ 1 • : i RCS _. , • _ _ —1 l : r ; : i : .1 _ : 1 4 I ' I F, i , dF .47 : - : rr yVV : r — �I . 1 : , : P. O. BOX 277 f'°> United States soil Kenansville, NC 28349 Department of Conservation Agriculture Service Telephone 919-296-2121 WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION NAME /Y1rs. �e amok LOCATION_ - 141-� [ 13o�c 119 _ .y,�1ef ,J'orrT/i e7� �evrar,w;IG TELEPHONE 9 -,296^ / SIZE OF OPERATION D IIe Fe �m� LOCATION DATA _ DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER ODD NUMBER OF HOUSES WITHIN 2000 FEET OF SITE �L— IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO IS SITE AT LEAST 100 FEET FROM A"BLUE LINE"PERENNIAL STREAM? YES _ NO IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO ✓ if yes,landowner should consult with local zoning board about required permits WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO✓ IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO DOES NON WETLAND NEED--TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO ` APPROVING WASTE MANAGEMENT PLAN YES NO ✓ IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF TIC PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL MANAGEMENT. WASTE MANAGEMENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE?YES ✓ NO IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS SOIL INVESTIGATION --VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED IS SOIL SUITABLE FOR LAGOON? YES '� NO IS A CLAY LINER REQUIRED? YES _ NO ti� ' IF YES, IS CLAY AVAILABLE ONSITE? YES_ _ NO QUESTIONABLE IS A CORE TRENCH REQUIRED? YES ✓_ NO SITE APPROVED YES ✓ NO CONDITIONAL---- Ij COMMENT S e a- ►� s�4 r.e t,< � P ,v r�P�.cs�. -ri��s�� -x!S'�tT jAPPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM:DATE SIGNED. THIS APPROVAL SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL,STATT,OR LOCAI,LEGISLATION. IL�GOQN MUSTJ3E.750 FEET FROM RESIDENCE AT TIME OF DESIGN. Tho =i Conservation oorwce is an agency of the oeCmrtment of Agricutture SIGNATURE �tl ,Luac�j _ r� — DATE t_ t CR D&4 7•a^af Jvr.Gy �?, Ovf c SK j`T 'ert 1�rip1.. �ra ch �iS F15 �c 73.-fib E�e�s W C o rrci pad Howe # = neu PC � . _. 5-7-A .- T -9 ,b- F13 J 1�3 1) 4- Tc;-t k r?9,43 Coroe, i'Ae) )40"/,e, *;z box by e�, L 51- 6 r.2.i-L - (b 'SIR 1-13� s US Department of Agriculture NC-CPA 16 Soil Conservation Service 4-92 ENVIRONMENTAL EVALUATION Land User/Owne County &,,o Location/Tract & Field Number-Ti39?b f: Acreage Prepared by. plcT. :. .Date Brief Description of Planned Practice/RMS/Project Measure: A Dort C I�a� AfC cf- PeaLlu�G f�ctnf� Environmental Factors and Resources to Identify and Evaluate 1. Is wetland included in the planning area: (References: NCPM; 190-GM 410.26; Hydric soils list; Classification of Wetlands and Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;. • r NFSAM. t/ No Yes - If yes, --- Identify types present -- Attach environmental evaluation showing what effect planned assistance will have on wetland and how this assistance is within policy -- Have needed permits (LAMA, DEM, Corps, etc. ) been obtained by the landuser? -- Make sure no planned practices will put the landowner in violation of Swampbuster 2. Endangered and/or threatened species: (References: 190-GM 410. 22 ; Technical Guide Section I-i(13) and Section I-vii No Yes -- Identify specie: whose range and habitat needs indicate they might occui:• .in planning area -- Identify on map am- designated critical habitat j 3. Is a. designated- natural or scenic: area included° in, the• planning. areay. or w 11, planned- actions impact- on an� adjacent- natural -or scenic. area?- (- eferences:.. 19.0-GM': 410:.23•. and; ..2.4,) yes: If- y,es,,. encourage, landuser to.; consult with: concerned. agenc ;es,, soci;eti°:es:, .and i ndv. dual to; arrive.- at- mttually satisfactory land: use; and treatment-.: 4r.•- Does.,:-t :e--planthe=.�150tfi-yeax�=f3ocDA-i p:�a (;References;:' 4.`1:0.:.-ZF;;; HIJD Flood>: $l airy: maP.s_) _. . No.. Yes: ,• If' yes_,, -r Is; th-e. as:.sisted action l Xe:lyr t:ol b- ve.- s%.grI ficant adveree- effects: on. e.xi t-ing, natural:` and benef: c :al:- values:- in, the flood: pl-ai:nZ --- Ise there:. a. practical, ail t.ernatIve: outs ide.: the-- flood: -- Has; the. - flood• plain.: been; used:. fo-r-, agricultural. prpducton. for a_fi. least: of the last: `5:= y..eaxs?` 5., Is. an: axchaeologca>l or hstor .cal..situ located; int the•. `�il.anning F area?� (References: NCPM_:; 420-GM. 4:01..: Nationa_l:. Register of.. Ili-st-or, c: Places);: f NA: Yes; If- yes,, have, steps. b.een taken, to. ensure- the: protection: of- this area?i 6... Ire. there any prime, unique,. or. locally, itportant farmlands.. in- the- operating: unit?, (,References: Yes If yes,, identify, on: a:. soils map: or- legend.., vB,M,41/&C T. Will.. the. action: result- in. sodbusting?- No: - --- Yes. 8.. Wi]--.i. the: action: resul't in. swampbusti:ng?° No. Yes 9.... is there. a. potential for. controversy-?:*, From., whomZ /TI'-'oi-i;n9 Yes.- ,�.ctw a�0.�.d►LP3 P 10. Are permits required?/Should the person contact permit agencies? No ✓ Yes When an environmental factor or resource is identified on the site, the user will refer to the appropriate reference for policy and document the appropriate action in the notes portion of this form. NOTES, DOCUMENTATION, FOLLOW-UP D�/✓� Kejid iOA a, t rc r: ? is PSOCD i L?1' S-OC K, WASTE SAMPLING. IVIALYSIS, ;;t�D C%,.LC i!_AI IO O ';_A.i`,D APPLICATION RATES f I . SPOWLE COLLECTION A. Liquid Manure Slurry 1 . Under-slotted-floor pit a. Use a length of 1/2" conduit open on one end and that can be easily sealed on the other end (e.g. , by placing one's thumb over the end of the conduit) . b. With both ends of the conduit open, extend it into the. manure to the pit door. c. Seal the upper end of the conduit trapping the manure that has entered the lower end, remove and empty into a bucket or container. c. Collect samples from at least 5 locations or at least enough for a total of 1 quart of slurry. e. Thoroughly mix this slurry and empty approximately 1/2 pint into sample container. 2. Exterior storage basin or tank a. Make sore the manure has been well mixed or homogenized with a liquid manure chopper-agitator pump or propeller agitator. b. Take samples from approximately 5 locations in the pit, from the agitator pump, or from the manure spreader and place.in a bucket. VE c. '.. Thoroughly mix and empty ]I%Z`pint into sample container. II. SAMPLE PREPARATION AND TRANSFER - A. Place the sample .for analysis into a flexible or expandable container that. can be sealed. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which should be forwarded along with the sample. • r PSWCD 1 t 1 . Address: Ia. C_ Department of Agriculture � Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 Attn: Dr. Ray Campbell F. Request that as a minimum the following analyses be performed: 1 . Total nitrogen (TKN) 2. Ammonia nitrogen (NH N) '3. Total phosphorus .(Pi 4. Potassium S. Dry litter samples should also include a total solids (TS analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals. . F ICI I'� Liy�iu . r; PSWCD 2 T_ . SAMIPLE COLLECTION B. Lagoon Liquid 1 . Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the flush tanks. 2. From lagoon a. Place a small bottle (1/2 pint or less) on the end of a 1"0-15 foot long pole. b. Extend the bottle 10-15 feet away from the bank edge. c. Brush away any floating scum or debris so it is not collected with sample. d. Submerge the bottle within 1 foot of the liquid surface. e. Repeat at approximately 5 locations around the lagoon, place into a bucket, thoroughly mix, and empty 1 pint into sample container. 3. From a multi-stage lagoon system collect sample from lagoon that is going to be irrigated from. , II. SAMPLE PREPARATION AND TRANSFER A. Place the sample for analysis into a flexible or expandable container that + can be sealed. The container should be rinsed clean with water and free of any residues but,.should not be,�c,hlorinated or treated -in any other way. Dry litter may also be placed in 4 *s;ealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it. can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then .boxed or packaged with wrapping -paper and taped. E. The NCDA Plant Analysis -Lab provides this service for a--nominal fee of $q per sample which should be forwarded along with the sample. 1 . Address: N. C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 :"j: (919) ;33-2655 ^ttn: Dr. Ray Campbell PSWCD 2 F Request that as a +ainiiwrn the following analyses be performed: r 1 . Total nitrogen (TKN) 2. Ammonia nitrogen NH N) 3. Total phosphorus NH 4. Potassium (K) 5. Dry litter samples should also include a total solids (TS) analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals. I �P I i I i i I I li i i i i i 4 WASTE UTILIZATION PLAN ` FOR Dale Brock Rte. 1, Box 119 Magnolia NC 28453 May 4, 1993 Your animal waste utilization plan has been specifically developed for your 4760 FEEDER TO FINISH SWINE operation. The plan is based on the soil types, crops to be grown, and method of application for your particular operation. The waste must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application and annual soil tests are encouraged so that" all plant nutrients and lime can be balanced for realistic yield of the crops to be grown. Several .factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that, it is applied in an environ- mentally safe manner. Always apply waste based on the, needs of the crop to be grown and the nutrient content of the waste. The amount of available nitrogen for plant use is dependant on the method of application. Soil type is important due to different leaching potential and yield potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production. and reduce the potential. for pollution, waste should be applied to a growing crop or not more than 30 days prior to planting. Soil incorporation of the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less depending on the specific waste analysis report for your facility at the time of irrigation. Your waste utilization plan is based on the fallowing: TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR ------------------------------------------------ NUMBER OF TONS WASTE. PER TONS WASTE ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR ----------- ---------------------- 4760 FEEDER TO FINISH 3700 17612 TABLE B. SUMMARY OF CROPS BY FIELD ---------------------------------------- TRACT FIELD SOIL ACRES CROP CROPCODE --------- ------- ------- ------- --- 3976 1A WoA 4.5 TALL FESCUE PASTURE FE 3976 113 AuB 39 BERMUDAGRASS CONTROL GRAZED BC ----------------------------------------- TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE ------------------------------------------ CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K` BERMUDAGRASS CONTROL GRAZED AuB 6.5 TONS 260 0 140 - 160 TALL FESCUE PASTURE WoA 4 . 0 TONS 200 10 - 30 20 - 40 _____________ -------- --- ------------------------------------------ * Total phosphate and potash amounts ,should be confirmed with a soil test ~ TABLE D. WASTE MANAGEMENT BY FIELD ------------------------------------------------------ CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE -- ----- ----- ---------- ------- --- 3976 lA FE IRRIGATE SWINE 200 0 SEPT--NOV & FEB-APR 3976 ABC IRRIGATE SWINE 1 260 0 APRIL TO OCT "4 The acres, crops, and application method shown in the preceding tables will accommodate approximately 4800 animals of the type shown in Table A. If more commercial fertilizer is used than is shown in Table D, then : additional acres of land will be needed. A 3 - 15 feet wide permanent : grass filter strip should be seeded along all ditches in fields that receive animal waste. ADDITIONAL COMMENTS Prepared by: _ - Title Concurred in by: _ Date r '4 } 4—uc�e�r 4 :t 1 ,;:e;?!: _ `!40, :,I�_,. t%*._, :tr==:" `i`.n" '��'s�" ksfi,er�_^�v-ra,l ;r,,::ti:y" ',a''.>'= _ -r, }r n Pl:'l'.'r-.i:r"' i t:<.'idst-'` �'�i= 'tee.�-� c -, z-�..:._ a"•i,:.,` ,tea. t "- \ ti�T .,.cF`L'S" 1 _AID L- 1, +,�. F' '^' RS, a }a",jj} 'YS S 1 F, -_E'±, /_- , a� `' :► tff-- ' irk.,ss9s�Ci+,"Nu�,''ES`'ia`a\'r�.*4... -'T-�.'wicx'ki `_}i� `-''y,. �Y�al'Fx J!,=..y, e,.,,r�-•:.'. !+• '1`x �n -f 4 h4:t-�"si/'vZAE-11 y y."`? a'f�s T�`' �,,, 'T.S �.h-'A�-,, 3 5�,�+a gli`-F-ANY rYr 1��z5! j= 'Y"' 'y"'`� �ky� y'3 E'!{F t sr,Sri'}h`tr ` a'�yj i. � fm C#'�ti'' y, � '� � � ei` s '•+sue - `�3�.e x I,—I-�q 4 11� `r-�•r�ar�'' <aw+.rF r -� -,.,1� tt.t any'{•, h.� �:},,�.Y':z<Y ' -Tc h`„�-..�i. �ti. 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', -P_ {+a- Y ;'t. iy :r'.r 7. .-.d °' 'f 2�'Ll b �:�3"y[ .�r-�: X� `au ,�• F.._ ;.. £ ; M. 1. •0t.'1,, 5 AHh a w.i�x,' �- .Jt ` ,- ,� 4 ,1,'.,�a�ils,-."rr,�' �',- •k-:v'" . `� - +rK •ki . rites.: y,,, a� ry+Pi;S.tF;a. 4 °ram :tx 4 .:,•'i- - 'Z.1y\r` , ,� �- f+ 1 s°_ a'' ,-J.-.-{�•-'' l 7.j y�r, 11 Fi F f1. $.th r - ii -:5i `sue;` .- -.'`r;trl"tx.°,1 '+r.(�gr a• Is 1� L4 L°••••����L+ 5��i ., h fr,l.x•'`..`:.�i a {°�r�.t'[ t 4I. •x'` � ', 1 r. .y.F•�3�� �1 V klt `.._. ism'" ..'+`,.- .,. .,, .. 97` r - 1 yi:•nr aw��, ;_ 'i'. °:!L.�!p�511.}-f?l�j ✓t �''- ;at rat „ . .. _ -:tea. r: s: _ _ F 2. tl(y��[('/�`' .:r, .:' '/f'.. �s3f.2 F: '.k1: .�.:t. - ..-..-. _ r1yR+•�-•.! I rri:,;!-.fr(- a :. .. } .y:-' - r ,... ..`._ -. .. ' 4 .. r i t WASTE UTILIZATION PLAN FOR Dale Brock Rte. 1, Box 119 Magnolia NC 28453 May 4, 1993 Your animal waste utilization plan has been specifically developed for your 20000 TOMS POULTRY operation. The plan is based on the soil types, crops to be grown, and method of application for your particular operation. The waste must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application and annual soil tests are encouraged so that all plant nutrients and lime can be balanced for realistic yield of the crops to be grown. Several factors are important in implementing your waste , utilization plan in order to maximize the fertilizer value , of the waste and to ensure that it is applied in an environ- mentally safe manner. Always apply waste based on the needs BE of the crop to be grown -and the nutrient content of the waste. The amount of available nitrogen for plant use is dependant on the method of application. Soil type is important due to different leaching potential and yield potential. Waste shall not be applied to land eroding at greater than 5 tons- per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and reduce the potential for pollution, waste should be applied to a growing crop or not more than 30 days prior to planting. Soil incorporation of the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less depending on the specific waste analysis report for your facility at the time of irrigation. Your waste utilization plan is based on the following: 3 TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR ------------------------------------------------------------------ 4 NUMBER OF TONS WASTE PER TONS WASTE ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR ----------- ----------- 20000 TOMS 25 500 TABLE B. SUMMARY OF CROPS BY FIELD ------------------------------------------------------- TRACT FIELD SOIL ACRES CROP CROPCODE --------- ------- ------- ------- ------------------------------- -- 3976 1 AuB 44.3 CORN CO 3976 2 AuB 4.3 CORN CO 3976 3 AuB 1.1 CORN CO 3976 4 AuB 6.0 CORN CO 3976 5 AuB 5.2 CORN CO 3976 6 AuB 21.3 CORN CO 3979 1 AuB 2.8 CORN CO 3979 2 AuB 26.2 CORN CO 3978 1 AuB 56.4 CORN CO 3977 1 AuB 11.9 CORN CO 3980 1 BnB 4.3 CORN CO 3980 2 BnB 6.4 CORN CO ---------------------------------------------------------------------------- ; 11 TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE =--------------------------------------------------------- CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K ----------------------------- ---- ----- ----- ------- ---------- ---------- CORN AuB 75 BU 93 .75 0 60 - 80 CORN BnB 60 BU 75 0 60 - 80 * Total phosphate and potash amounts should be confirmed with a soil test. TABLE D. WASTE MANAGEMENT BY FIELD ----------------------------------------------------------------------------- CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE ------- ----- ----- ---------- ------- -------- ------- ------------------- 3976 1 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3976 2 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3976 3 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3976 4 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3976 5 CO SOIL INC POULTRY 93.75 0 MARCH TO JUNE 3976 6 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3979 1 CO. SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3979 2 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3978 1 CO SOIL INC POULTRY 93 .75 0 MARCH TO JUNE 3977 1 r,O SOIL INC 'POULTRY 93.75 0 MARCH TO JUNE 3980 1 CO SOIL INC POULTRY 75 0 MARCH TO JUNE 3980 1 2 60 SOIL INC POULTRY 75 0 MARCH TO JUNE The acres, crops, and application method shown in the preceding tables will accommodate approximately 20572 . animals of the type shown in Table A. If more commercial fertilizer is used-than is shown in Table D, then additional acres of land will be needed. A 3 - 15 feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. ADDITIONAL COMMENTS a a ti . 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H1C.,'<.. --:•55.t. A. '+�5e...:5'VY�v, ,1:.J�.�F.^,. 1959 r ZONE.X . , 1nn o II \ 11 \ 11 - .is J.�•: X. t l-- lase 11 :; 11 II 50 - o _ • 1737 f 1 i .. ZONE A ocfc'iilg:;:; : I �i I�-- 195T r� = X. �\ - "ZONEA' . e NAu ' A-6W A 1 I S-3FA X? 1 t ..... ..... 5 L �111 -ME Vr n b AK, Tu To VDII -Joe 7V 51 tei.rV N5k ...... 0twW8Wf L1 -fv �05 "-,m,A ... .. 't iv k2 Qz 0Q, ws *' NV 20 7 em zz ;q• -r{r f r - y Ii—Wdhal� � \ - ',r /, ,�� �� !• i. Via...- ,1 � � � �. __ ' iI }nf� - ��4C• ag.}'"R� r � �- • -./ ` -�Yi 'a try• _.1 .�Y��� 1 �L DI r 4 Chape Chapel 5� xj ------------- 4-1 22 23.0 .;. •, ]' p.4� x' :- ,�'9. y y ri L r�'-Yy�i}'.ja>r a fS,a�1Ns' ,j;'.-_. M( � �- �l i f y `- � ... -cam � ?o ,{ �,.' { 'c '2' �r. •^ W • 1141 !L� ••Kilpatrick i :.,. ` , . ^ NC-ENG-34 U. S. Department of Agriculture Soil, C�ns�rvutio» Su�v�ce U File Code: 2I0 - � 0 / HAZARD CLASSIFICATION DATA SHEET FOR f�� County Landowner '-- ` Conservation Plan NV_ Community Or Group No. ` Estimated Depth of Water to Top of D t. Length . f Flood Pool Ft' . . Date of Field Hazard InveStigation_ ' � Evoluation by reach of ' flood plain downstream to the point of estimated minor effect from sudden dam failure. Kind of :Improvements: of Breach water Above Reach: Length- Width: Slope: Land Use Improvements Above :Flood ' Flood Plain Flood Plain: 2 3 Describe potential potential for loss of life and damage to existing or p robable future downstream improvements from a sudden breach , M;\er f"-- Hazard Classification Classificati0n of Dam b, c1 (See NEM-Part 520'21` Classification (1, V). , Date J ---'--_ "� CT- Date Concurred By NOTE: I. Instructions on reverse Side, 2. Attach additional sheets as needed, SCS-ENG-536 U. S. DEPARTMENT OF AGRICULTURE Rev- 5-70 SOIL CONSERVATION SERVICE_ SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAIv�iE.�[s��.,. � e arot DISTRICT DATE_ L4'.2.6 - q i COUNTY ^ S_C.S. PHOTO SHEET NO. - WORK UNIT M WATERSHED AREA MEASUR£MEN n CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx-scale 311= feet) Locate reference point?n center line of dam and Identify on sketch. i l- a �t 0 t? ;• �goSo.a ` #1 E+ U. 0 t. 3 D }o SHOWN BORING NUMBER AND PROFILE DEPTH Make and list dam-site and solllwav borings first-then ponded area and borrow pit borings•separate with Lc tical red line. (Continued on back where necessary) Show water table elevations on dam-site borings. SCALE 1 2 3 4 5 : 6' 7 8 9 10 11 11 13 1i 15 16 17 18 19 20 21 22 23 b-f 11 A Sr 2—3 c 111311 11 �G L.- .t_ I y— -.c 1 J C ' `I- IT 1 SC r tt GL I 12C L - L CG I fu-li Ct I Cr_ BORINGS MADE, BY {3'L_kw171 SIGNATURE & 'PI"I'L.E�, 141nt2' _1-' TYPES OF hAAT ERIAL ENCOUNTERED IN BORINGS iUsc or.e e` :e.,a below) UigiFIED CLASSIFICATIONI USDA CLASSIFICATION • GW-Well graded gravels; gravel, sand mix g-gravel GP-Poorly graded gravels s-sand G\i-Silty gravels; gravel-sand-silt mix vfs-very fine sand GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam SW-Well graded sands; sand-gravel mix fsl-fine sandy"loam ' SP-Poorly graded sands 1-.loam. SM-Silty sand gl-gravelly. loam SC-Clayey sands; sand-clay mixtures Si-silt ML-Silts;silty,V.fine sands;sandy orclayey silt s-il-silt loam CL-Clays of low to medium plasticity ci-clay loam CH-Inorganic clays of high plasticity sicl-silty clay loam MH-Elastic silts scl-sandy clay loam OL-Organic silts and silty clays, low plasticity sic-silty clay OH-Organic clays, medium to high plasticity c-clay 1. Suitable material for embankment is available E]Yes Q No [Indicate ,here toci,ted on th. sketch or, rrsxrse std�J REMARKS: 2. Explain hazards requiring special attention in design fseeaaae.sarfno.-rock etcl \ 1 F GENERAL REMARKS: V. 25 26 � 27 28 29 30 1 31 32 33 �3411 35 136 1371138 1391140 41 421 43 44 45 46 47 48149 50 51 I I I I i I i I I I f I I � ! I l I _ I- 1 I Ll i f t 3a� _ � 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/ a 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. a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106=168.7. Complete incineration according to 02 NCAC 52C .0102. a D A composting system approved and permitted tij+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. a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture&Consumer Services (G.S. 106-549.70). a a Any method which, in the professional opiniongpf the State Veterinarian, would.make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans-are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be-done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency,the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of rarm Owner/Manager Date Signature of Technical Specialist Date Swine Farm Waste Management Odor Control Checklist Source —— Cause -- — — —— — BMPs to Minimize Odor Farmstead — — Site Specific Practices Swine Production ❑ Vegetative or wooded buffers; _ Recommended best management practices; Good judgement and common sense Animal body surfaces 0 — Dirty manure-covered animals 'A Dry floors FIoor surfaces a Wet manure-covered floors `V Slotted floors; .—.. Waterers located over slotted floors; ❑ Feeders at high end of solid floors; ❑ Scrape manure buildup from floors; ❑ Underfloor ventilation for drying Manure collection pits • Urine; —• — e Frequent manure removal by flush,pit recharge,or Partial microbial decomposition scrape; Ventilation exhaust fans e ❑ Underfloor ventilation Volatile gases; � Fan maintenance; —• —Dust Efficient air movement Indoor surfaces Dust Waslidown between groups of animals; ❑ Feed additives; ❑ Feed covers; ❑ Feed delivery downspout extenders to feeder Flush tanks covers • Agitation of recycled lagoon liquid ❑ Flush tank covers; while tanks are filling ❑ Extend till to near bottom of tanks with, Flush alleys --- anti-siphon vents e Agitation during wastewater ❑ Underfloor Hush with underfloor ventilation conveyance Pit recharge points a Agitation of recycled lagoon liquid ❑ Extend recharge lines to near bottom of pits with while pits are filling anti-siphon vents Lift stations a Agitation,during sum tank filling g P 6 O Sump tank covers and drawdown AI OC-November 11, 1996,Page 3 Source Cause BMPs to Minimize Odor Site Specific Practices Outside drain collection or • Agitation during wastewater ❑ Box covers junction boxes conveyance i End of d rinpipes at lagoon • Agitation during wastewater ❑ Extend discharge point ofpipes underneath conveyance lagoon liquid level Lagoon surfaces 0Volatile gas emission; ❑ Proper lagoon liquid capacity; • Biological mixing; - ❑ Correct lagoon startup procedures; 0 Agitation ❑ Minimum surface area-to-volume ratio, ❑ Minimum agitation when purnping; ❑ Mechanical aeration; Irrigation sprinkler nozzles • Hi ❑ Pn•oven biolo deal additives gh pressure agitation; ❑ Irrigate on dry days with little or no wind; • Wind drift ❑ Minimum recommended o eratin P g pressure; t ❑ Pump intake near lagoon liquid surface; ❑ Pum from second sta•e la goon Storage tank or basin • Partial microbial decomposition, surface ❑ Bottom or midlevel loading; • Mixing while filling-, ❑ Tank covers, • Agitation when emptying ❑ Basin surface mats of solids; ❑ Proven biolo ical additives or oxidants Settling basin surface • Partial nnicrobial decomposition; _ P ❑ Extend drainpipe outlets underneath liquid level; • Mixing while filling; • Agitation when emptying ❑ Remove settled solids regularly Manure,slurry or sludge ■ Agitation when spreadi spreader outlets Volatile gas emissions ng; ❑ Soil injection of slurry/sludges; • ❑ Wash residual manure from spreader after use; ❑ Proven biological additives br oxidants Or sludge on field surfaces ry Uncovered manure,slurry + Volatile gas emissions whileding ❑ Soil injection of slurry/sludges; ❑ Soil incorporation within 43 hrs.; ❑ Spread in thin uniform layers for rapid drying; ❑ Proven biolo ical additives or oxidants Dead animals ■ Carcass decom position P � ❑ Proper disposition of carcasses Dead animal disposal pits • Carcass decomposition ❑ Complete covering of carcasses in burial pits; ❑ Proper location/construction of disposal pits AIvIOC-November 11, 1996,Page 4 Source Cause BMPs to Minimize Odor Site Specific Practices Incinerators Incomplete combustion O Secondary stack burners Standing water around * Improper drainage;facilities O Grade and landscape such that water drains away o Microbial decomposition of organic from facilities matter Mud tracked onto public • Poorly maintained access roads O Farm access road maintenance roads from farm access Additional Information: Swine Manure Management;.0200 RuleBN Available From: IP Packet — Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU,County Extension Center Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings;PIH-33 NCSU-BAE Environmental Assurance Program NPPC Manual NCSU-Swine Extension Options for Managing Odor;a report from the Swine Odor Task Force NC Pork Producers Assoc. Nuisance Concerns in Animal Manure Management;Odors and Flies;PRO107, 11995 Conference Proceedings NCSU-Agri Communications g Florida Cooperative Extension AMOC-November 11, 1996,Page 5 Insect Control Checklist for Animal Operations Source Cause BMPs to Minimize Insects 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 0 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 Vegetative a Decaying vegetation ❑ Maintain vegetative control along banks of lagoons Cn•owth and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Svstwms 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 irmrnediate 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 ❑ Il'IFI�tL9.t0n-and remove or break up accumulated solids in filter strips around feed storage as needed. AMIC- November 11, 1996,Page 1 Source Cause BMPs to Minimize Insects Site Specific Practices Animal Holding Areas. ■ Accumulations of animal wastes O Eliminate low areas that trap moisture along fences and feed wastage and other locations where waste accumulates and disturbance by animals is minimal. O Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes(i.e.inspect for and remove or break up accumulated solids as needed. Dry Manure Handling • Accumulations of animal wastes D Remove spillage on a routine basis(e.g.,7-10 day Systems interval during summer; 15-30 day interval during winter)where manure is loaded for land application or disposal. O Provide fo adequate drainage around manure stockpiles. O hispect for an remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more infomration contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC 27695-7613 i AMIC- November 11, 1996,Page 2 Murphy-Brown, LLC 6/13/2016 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): ABS Family Farms, Inc. Farm Name: Dale Atkinson Farm;AWS310086 County: Duplin Permit Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish 4760 Gilts Boars Storage Structure: Anaerobic Lagoon Storage Period: >180 days Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be.grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils,when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWR regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution,the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods in the future,you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made,which could allow.additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons,fe,tons,etc.): Capaci Type Waste Produced per Animal Total Farrow to Wean 3203 gal/yr gal/yr Farrow to Feeder 3861 gal/yr gal/yr Farrow to Finish 10478 gal/yr gaUyr Wean to Feeder 191 gal/yr gal/yr Wean to Finish 776 gaUyr gal/yr 4760 Feeder to Finish 927 gaUyr 4,412,520 gal/yr Gilts 1015 gaUyr gal/yr Boars 2959 gaUyr gal/yr Total 4,412,520 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity Type Nitrogen Produced per Animal Total Farrow to Wean 3.84 Ibs/yr Ibs/yr Farrow to Feeder 6.95 Ibs/yr Ibs/yr Farrow to Finish 18.86 Ibs/yr Ibs/yr Wean to Feeder 0.34 Ibstyr Ibs/yr Wean to Finish 1.4 Ibs/yr Ibstyr 4760 Feeder to Finish 1.67 Ibs/yr 7,949 Ibs/yr Gilts 1.83 Ibs/yr Ibs/yr Boars 5.33 Ibs/yr Ibs/yr Total 7,949 Ibstyr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. . Total Irrigated Acreage: 85.818 Total N Required 1st Year: 21636.86 Total N Required 2nd Year: 0.00 Average Annual Nitrogen Requirement of Crops. 21,636.86 Total Nitrogen Produced by Farm: 7,949.20 Nitrogen Balance for Crops: (13,687.66) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this facility. 2 bf 11 Reception Area Specifications Tract Field/ Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs T❑tal jlrotallbsN H d Acrea e T -e Code A I Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs NlUnit Residual /Ac Utilized Lbs N/Ac Utilized _ .. T3976 FI-1 0.302 Aut ille B Mar-Set 5.5 36.75 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 76.14175 T3976 71-2 0.604 Autryville B Mar-Set 5.5 36.75 202.125 122.0835 K Se',t-Apr 1 50 50 30.2 252.125 152,2835 T3976 F1-3 0.604 Aut Ilse B Mar-Set 5.5 36.75 202.125 122.0836 K Sept-A r 1 50 50 30.2 252.125 152.2835 T3976 F1-4 0.604 Autn vine B Mar-Sept 5.5 36.75 202.125 122.0835 K -Sept-Apr 1 50 50 30.2 252.125 152.2835 T3976 F1-5 0.604 Aut ville B Mar-Set 5.5 36.75 202.125 122.0835 K Se Pt-Apr 1 50 50 30.2 252.125 152.2835 T3976 F1-6 0.302 Autryville B Mar-Set 5.5 36.75 1 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 76.14175 T3976 F1-7 0.56 Autryville B Mar-Sept 5.5 36.75 202.125 113.19 K Sept-Apr 1 50 50 28 252.125 141.19 T3976 F1-8 0.56 Autrvville 8 Mar-Set 5.5 36.75 202.125 113.19 K Se t A r 1 50 50 28 252.125 141.19 T3976 F1-9 0.28 Autrvville B Mar-Sept 5.5 36.75 202.125 56.595 K Sept-Apr 1 50 50 14 252.125 70.595 T3976 F1-10 0.302 Autryville B Mar-Sept 5.5 36.75 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 1 76.14175 T3976 F1-11 0.604 Aut vine B Mar-Set 5.5 36.75 202.125 122.0836 K Sept A r 1 50 50 30.2 252.125 152.2835 T3976 F1-12 0.302 1 Autryville B Mar-Set 5.6 36.75 202.125 61.04175 K Sept-Apr 1 50 50 15.1 252.125 76.14175 P 3976 F2-1 2.25 Autryvilla B Mlar--Sept 5.5 36.75 202.125 454.7813 K Sept-Apr 1 50 50 112.5 252.125 667.2813 3976 F2-2 2.01 Autryville B Mar-Set 5.5 36.75 202.125 406.2713 K Sept-Apr 1 50 50 100.5 252.126 506.7713 3976 F2-7 2.03 Aut ville B Mar-Set 5.5 36.75 202.125 410.3138 K Sept-Apr 1 50 50 101.5 252.125 511.8138 3976 F2-PI 48.19 Aut vole B Mar-Sept 5.5 36.75 202.125 9740.404 K Sept-A r 1 50 50 2409.5 252.125 12149.9 T3976 Sub 1 2.17 Aut villa B Nlar-Set 5.5 36.75 202.126 438.6113 K Sept-Apr 1 50 50 108.5 252.125 547.1113 T3976 Sub 2 23.54 Aut ville B Nlar-Sept 5.5 36.75 202,125 4758.023 K Sept-Apr 1 50 50 1177 252.125 5935.023 Totals: 45.82 17345.88 4290.9 21B18.88 3(a)of 11 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N Acreage e Code A I Yield We N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual Me Utilized Lbs N/Ac Utilized Totals: 0 0 0 0 3(b)of 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields(i.e.small grain,etc,interseeded in bermuda),forage must be removed throe-h-razing hay,and/or cidane. Where grazing rninn+c chradri ha nrn7arl when fhav reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain,etc, is to be removed for hay or silage,care should be exercised not to let small grain reach maturity,especially late in the season(i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation,you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season,depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Description-Harvested As A Barley Grain Crop B Grazed Hybrid Bermudagrass Pasture/Grazed C Hybrid Bermudagrass Hay Hay B/C Comb. Hybrid Bermudagrass Graze/Hay Combination D Corn-Grain Grain Crop E Corn-Silage Silage F Cotton Cotton Lint G Grazed Fescue Pasture/Grazed H Fescue Hay Hay I Oats Grain Crop J Rye Grain Crop K Grazed Overseed Pasture/Grazed(Seeded in Bermudagrass) L Overseed Hay Hay(Seeded in Bermudagrass) M Grain Sorghum Grain Crop N Wheat Grain Crop O Soybean Grain Crop P Pine Trees Pine Trees S Small Grain Grain Crop/Hay(After Grain Crop) CC Cover Crop Not Harvested; Burned/Disked In Acres shown in the preceding table are considered to be the usable acres excluding required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may,and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/yr/animal Farm Total/yr Farrow to Wean 0.8 Farrow to Feeder 0.96 Farrow to Finish 3.9 Wean to Feeder 0.07 Wean to Finish 0.27 4760 Feeder to Finish 0.34 1618.4 Gilts 0.39 Boars 0.55 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1618.4 pounds of plant available nitrogen per year and will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years,you will have approximately 8092 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre,you will need 26 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre,you will need 64.736 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil structure,soil texture,water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan,it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. "This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations,the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for>180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop in/hr * inches T3976 F1-1 Autryville B 0.6 1 T3976 F1-2 Autryville B 0.6 1 T3976 F1-3 Autryville B 0.6 1 T3976 F1-4 Autryville -B 0.6 1 T3976 F1-5 Autryville B 0.6 1 T3976 F1-6 Autryville B 0.6 1 T3976 F1-7 Autryville B 0.6 1 T3976 171-8 Autryville B 0.6 1 T3976 F1-9 Autryville B 0.6 1 T3976 F1-10 Autryville B 0.6 1 T3976 F1-11 Autryville B 0.6 1 T3976 F1-12 Autryville B 0.6 1 T3976 F2-1 Autryville B 0.6 1 T3976 172-2 Autryville B 0.6 1 T3976 F2-7 Autryville B 0.6 1 T3976 F2-131 Autryville B 0.6 1 T3976 Sub 1 Autryville B 0.6 1 T3976 Sub 2 Autryville B 0.6 1 r 6of11 Additional Comments: This plan revised to reflect the addition of a center pivot, a crop change to all bermuda and overseed, and to update the production and application rates to the current rates as listed on the NCSU Nutrient Management website. The subfields are optional. NOTE: Field 2 is made up of the previous fields 2, AW1,AW2 and AW3. Fields AW1,AW2 and AW3 are currently in row crops and are planned to be converted to hybrid bermuda in 2017. These fields and crops may be applied to according to the previous NUP throughout the current crop season. A map showing the fields and acreages is included to aid in calculating amounts applied to each crop. 7of11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Dale Atkinson Farm;AWS310086 Owner: ABS Family Farms, Inc. Manager: Owner/Manager Agreement: I/we understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system,or construction of new facilities,will require a new nutrient management plan and a new certification to be submitted to DWR before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWR upon request. Name of Facility Owner: ABS Family Farms, Inc. Signature: ai4a'�-j Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: M. Kevin Weston Affiliation: Smithfield Hog Production Division Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910)293-3434 Signature: merit. X - Date 8 of 11 c NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface.water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393-Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland.When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9of11 ` NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters,drainageways,or wetlands by discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses,and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers,toilets, sinks, etc., shall not be discharged into the animal waste management system. 10 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion,leakage,or discharge. 18 If animal production at the facility is to be suspended or terminated,the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns,leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However,if animal waste is used on crops for direct human consumption,it should only be applied pre-plant with no further applications of animal waste during the crop season. 21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 ' Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 am i! Farms, Inc* H Acres � Solid Sets 1 0.302 ABS F Dais Atkisson Farm 4 o�a4 4 0.604 AWS310086 5 0*560 .604 6 0.302 7 0.560 8 0.580 9 0.280 Total Field 2 = 78.02 Ac. 10 0.302 Wetted = 54.48 Ac. 11 0.604 Sub 2 = 23.54 Ac. _12� 0.302_ Total 5.63 Waterways 7 Pulls 1 2.25 2 2.01 I 7 2.03 Total 6.29 I 2 l Pivot Pivot 1 48.19 I Wetted Total 60.11 it 10 9 Waterway 1 �6 6 75 Hog Houses 2 Pivot 1 Lagoon 37.46 Ac. w/o End Gun l 48.19 Ac. w/End Gun Total Field 1 = 7.80 Ac. End Gun Run Time-94% (Solid Sets) Wetted = 5.63 Ac. Sub 1 = 2.17 Ac. Wells w/loop offsets ecifications: Solid Sets N gffi� Nelson 100 Part Circle Big Gun � gr1Y� w/1.812" Nozzle ® 50 PSI 100 GPM: 230' WD ju Specifications: Pulls '�� r fy�� 3 IrNrfr Specifications: Traveler G w/Nelson 150 Big-Gun w O w/1.08" Nozzle @ 60 PSI 182 GPM; 300' WD �� Specifications: Pivot !U' a 1002919 e Valley Standard Pivot 7000 'D6SIGt4'e: 720.7' Machine Length 102.7' End Gun Radius ��04�$.'�'�� �{ ® 51 PSI; 500 GPM j (379.3 GPM Machine + 120.7 GPM End Gun) ABS Family Forms, Inc. lay�9 Acres Solid Sets 1 0.302 2 0.604 3 0.604 Dale Atkinson Farm 4 0.604 AWS31 00M 5 0.604 6 0.302 7 0.560 � 8 060 soft 1 f 9 0.260 Total Field 2 = 33.21 Ac. 10 0,302 (Previously Pulls 1-8) 11 0.604 12 0.302 Total 5.63 Waterways 7 Pulls 1 2.25 2 2.01 I 7 2.03 Total 6.29 I 2 1 Pivot Pivot 1 48.19 Total Field AW3 = 18.20 Ac. I Wetted Total 60.11 11 10 Waterway 1 3 17.14 Ac Bermuda s � s 75 �4 10.54 Ac. Corn 2.46 Ac. Bermuda Hog Houses 2 Lagoon 1 / Total Field 1 7.80 Ac. 3.24 Ac. Bermuda (Solid Sets) 1.27 Ac. Corn nn r � 5.71 Ac. Soybeans 7.83 Ac. Soybeans Wells w/tOD'oifeate Total Field AW2 = 7.81 Ac. ~�Total Field AW1 = 18.80 Ac. Y' ` 002919 e P QFS1GN�tz ABS Family Farms, Inc. smla seta 1 Acres a.3oz Dale Atkinson Farm 4 0604 A%"31 001M 8 0.302 7 0.560 8 0:580 9 0.230 Total Field 2 • 33.21 An. 10 0,302 (Previously Pulls 1-8) 11 0.604 12 0.302 Total Waterways 7 Pulls 1 2.25 2 2.01 7 2.03 Total 6.29 1 I 2 1 Pivot Pivot 1 48.19 Total Field AW3.R 18.20 An. I Wetted Total a . 11. 10 Waterway 7 3 17.14 An Bermuda 8 10.64 An. Corn 2.46 An. Y Bermuda Hog 3 Houses fi�2 Lagoon s 3.24 Ao. Bermuda Total(Solid Sete) 7.90 An. 1.27 Aa. Conn 5.71 An. Soybeans 7.83 An. Soybeans ww"i`ao,wwt■ r- Total Field AW2 7.81 An. o � Total Field AM 18.00 Ao. 4 �00'29 a �SlGN�• o Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality ❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table.Attach burial location map and plan. El F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. 2_�D Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. a A composting system approved and permitted by the NC Department of Agriculture&Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit is required from NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the 1:1 El NC Department of Agriculture &Consumer Services(G.S. 106-549.70). Any method which, in the professional opinion of the State Veterinarian,would make possible El 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). aMass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature( � 1 of Farm O`wner/ ager Date , Z1\\ - e 3- - tl) Signature of Technical Speclall's Date