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310119_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: 31-0119 Certificate Of Coverage Number: AWS310119 2. Facility Name: J.E.Brice Farm 3. Landowner's Name(same as on the Waste Management Plan): James E Brice 4. Landowner's Mailing Address: 725 Old Camp Rd City: Rose Hill State: NC Zip: 28458 Telephone Number: 910-284-9418 Ext, E-mail: 5. Facility's Physical Address: 1312 Brices Store Rd City: Rose Hill State: NC Zip: 28458 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): g, Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC 10, Operator Name(OIC): James E.Brice Phone No.: 910-284-9418 OIC 4. 20062 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 7,344 Operation Tvnes: Swine Cattle Dry Poultry Other Tvoes Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkev Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other La)ers 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) #1 11 s , 3 19.50 #2 �.� `j' G / 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: `��/3-r�l 0-5' 1v IS A Title: D G(i N 0- Signature: Date: Name: Title: Signature: Date: Name: Title: Signature Date. 1 HE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DNN'R Animal Feeding Operations Program 1636 Mail Service Center Raleigh,forth Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal(&_ncdenr.gov FORM: RENEM AL-STATE GENERAL 02/2019 ROY COOPER Governor MICHAEL S.REGAN +. M.„.. Secretary °" • LINDA CULPEPPER NORTH CAROLINA Director Environmental Quality February 27,2019 James E Brice J.E.Brice Farm 725 Old Camp Rd Rose Hill,NC 28458 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 at https:Hdeg.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling: 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 coverage under the State Non-Discharge General Permits, you must submit an application 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) copy of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 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-AWS310119 Murphy-Brown LLC North Caro na Department of Environments Qua ny I D Hsron of Water Resources �/1, 512 N So rsbury St 1 1636 Ma Servoe Center I Rale gh,North Caro ra 27699.1636 MAI 2--, 17 �2�2 fi� �J cap A ws 3/ °YZ7 ��� � wS31o11 � _ -Z- ✓�°/J lti S � q10 ?-3o - M 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 anv necessary corrections below. Application must be signed and dated by the Permittee. 1. Farm Number: 31-0427 Certificate Of Coverage Number: AWS310427 2. Facility Name: James Eddie Brice Farm 3. Landowner's Name(same as on the Waste Management Plan): James E Brice 4. Landowner's Mailing Address: 725 Old Camo Rd City: Rose Hill State: NC Zip: 28458 Telephone Number: 910-284-9418 Ext. E-mail: 5. Facility's Physical Address: 1264 Brices Store Rd City: Rose Hill State: NC Zip: 28458 6. County where Facility is located: Du lin 7. Farm Manager's Name(if different from Landowner): g, Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): Murohy-Brown LLC 10. Operator Name(OIC): Q==;L ferr`{ es �' 1C e Phone No.: • }9-259-�AaB OIC#: J." 11. Lessee's Name(if there is not a Lessee,write"None"): gl 4' 9YlY ZooG— 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 1,800 Operation Tvnes: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non La)ing Chickens Horses-Horses Wean to Feeder Dairy Heifer La)ing Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turke) Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non La)ing 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 Unknoµn) (Cubic Feet) (Square Feet) (Inches) a 1 7-tT D )• 563 6 ;; 7 19.50 2 3 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d)to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Platt(WUP),signed bN•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 ma} be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes an), 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 CA11-N1P items above to: 20191'ermitRenewardncd:nr.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: 12-M ric Title: ?71VAQ Signature: ✓ -� Date: Name: Title: Signature- Date- Name: Title: Signature. Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DW R Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal a.ncdenr.go,, FORM: RENEWAL-STATE GENERAL 02/2019 1 O ROY COOPER Governor MICHAEL S.REGAN .`��«,.,.. secretary LINDA CULPEPPER NORTH CAROLINA Drrerror Environmental Quality February 27,2019 James E Brice James Eddie Brice Farm 725 Old Camp Rd Rose Hill,NC 28458 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 at https:Hdeg.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling: 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 coverage under the State Non-Discharge General Permits, you must submit an application 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) copy of the Certified Animal Waste Manseement Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 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 Du lin County Soil and Water Conservation District AFOG Section Central Files-AWS310427 Murphv-Brown LLC ��TNow Caro no Department of Environment&Qua rty I D Nswn of Wete:Reso,.sces 1512 N SahsbuS St 1 1636 M+& Servoe Center I Role gh,North Caro -a 27699-1636 919 707 9aD 0 Murphy-Brown, LLC 4/22/2015 P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): James Eddie Brice Farm Name: James Eddie Brice Farm 31-119 .County: Du lin Farm Ca aci : Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish 9,144 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 DWQ 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 8 This plan is based on the waste application method shown above. If you choose to change methods in the future,you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made,which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3203 gal/yr galtyr Farrow to Feeder 3861 gal/yr gal/yr Farrow to Finish 10478 gal/yr galtyr Wean to Feeder 191 gal/yr galtyr Wean to Finish 776 gal/yr gal/yr 9144 Feeder to Finish 927 gal/yr 8,476,488 gal/ r Total 8,476,488 galtyr 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 Ibs/yr Ibs/yr Wean to Finish 1.40 Ibs/yr Ibs/yr 91441 Feeder to Finish 1.67 Ibs/yr 15,258 Ibs/yr Total 15,258 Ibs/yr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 89.57 Total N Required 1st Year: 18921.06 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 18,921.06 Total Nitrogen Produced by Farm: 16,257.68 Nitrogen Balance for Crops: (3,663.38) 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. 2of8 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 Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized T973 3A 5.15 Re B March-Set 4.5 32.25 145 747.3938 K Sept-April 1 50 50 257.5 195.125 1004.894 T973 3B 4 NoA B March-Set 6.5 34.5 224 897 K Sept-April 1 50 50 200 274.25 1097 T981 1 17.65 NoA B March-Set 6.5 34.5 224 3958.013 K Sept-April 1 50 50 883 274.25 4840.513 T981 2 22.22 GoA B March-Set 6.5 34.5 224 4982.835 K Sept-April 1 50 50 1111 274.25 6093.835 T980 4 40.55 Ra G Aug-July 4.5 32.25 145 5884.819 0 0 145.125 5884.819 Totals: 89.57 18470.06 2451 18921.08 3(a)of 8 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 Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized Totals: 0 0 0 0 3(b)of 8 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields(i.e. small grain, etc, interseeded in bermuda),forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately 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 Lbs N utilized/unit yield A Barley 1.6 Ibs N/bushel B Hybrid Bermudagrass-Grazed 50 Ibs N/ton C Hybrid Bermudagrass-Hay 50 Ibs N/ton D Com-Grain 1.25 Ibs N/bushel E Corn-Silage 12 Ibs N/ton F Cotton 0.12 Ibs N/Ibs lint G Fescue-Grazed 50 Ibs N/ton H Fescue-Hay 50 Ibs N/ton I Oats 1.3 Ibs N/bushel J Rye 2.4 Ibs N/bushel K Small Grain-Grazed 50 Ibs N/acre L Small Grain-Hay 50 Ibs N/acre M Grain Sorghum 2.5 Ibs N/cwt N Wheat 2.4 Ibs N/bushel O Soybean 4.0 Ibs N/bushel P Pine Trees 40 Ibs N/acre/yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers,filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4 of 8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/ r/animal Farm Total/ r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Wean to Finish 0.306 9144 Feeder to Finish 0.36 3291.84 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 3291.84 pounds of plant available nitrogen per year 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 16459.2 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 54 acreas of land. If you apply the sludge to com at a rate of 125 pounds per acre,you will need 131.6736 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. 5of8 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 T973 3A Ra B 0.4 1 T981 3B NoA B 0.5 1 T981 1 NoA B 0.5 1 T980 2 GoA B 0.4 1 4 Ra G 0.4 1 6of8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Faun: James Eddie Brice Farm Owner: James Eddie Brice 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 DWQ 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 NCDWQ upon request. Name of Facility Owner: Ji o S �� Q— r �� Signature: Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: Toni W. King Affiliation: Murphy-Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910)293-3434 1 Signature: Date 8of8 Additional Comments: Both of these farms are now under one ownership and have requested that the permits be combined under one permit. The irrigations stem is connected and either lagoon can be used to pump to any of the land listed in this NUP Although small overseed is shown in the NUP, it is"optional"and not required to balance nitrogen produced. 7of8 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 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. Any new swine facility sited on or after October 1, 1995 shall comply with the following: 11 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. Animal waste shall not be applied closer than 100 feet to wells. 12 Animal waste shall not be applied closer than 200 feet of dwellings other than those 13 owned by the landowner. Waste shall be applied in a manner not to reach other property and public right-of-ways. 14 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 15 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. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 16 2of3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular 19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. Animal waste can be used in a rotation that includes vegetables and other crops for direct 20 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. Highly visible markers shall be installed to mark the top and bottom elevations of the 21 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. 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 22 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. Dead animals will be disposed of in a manner that meets North Carolina regulations. 23 3of3 3of3 • r Grower: Gary Usher Designed By: )NT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Du lin Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION Farm Population: Nursery: ------------------- 0 Finishing: ------------------- 1800 Hd. Farrow to weanling: ------------------- 0 Farrow to feeder: ------------------- 0 Farrow to finish: ------------------- 0 Boars: ------------------- 0 Storage Period: ------------------- 180 Days 25 Yr. / 24 Hr Storm Event ------------------- 7.5 In. "Heavy Rain" Factor Not Applicable 7.5 In. Rainfall in Excess of Evaporation ------------------- 7.0 In. Additional Water Usage: ------------------- 0 Additional Drainage Area: ------------------- 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (Y/N) ------------ y Does Operator Want Emergency Spillway? (Y/N) ------------ N Is This Design for an Existing Farm? (Y/N) ------------ y Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ y Seasonal High Water Table Elev: ------------------- 93.00 Ft. Freeboard: ------------------- 1.0 Ft. Emergency Spillway Flow Depth: Not Applicable 0.3 Ft. Side Slopes: ------------------- 3 :1 (H:V) Press ALT-C to Download 0.0 contour areas see sheet 2 of 7... 0.0 Top of Dike Elevation: -------------- Depth 97.70 Ft. Finished Bottom Elevation: -------------- 10.30 Ft. 87.40 Ft. Start Pump Elevation: -------------- 20.04 In. 96.03 Ft. Stop Pump Elevation: -------------- 51.6 In. 93.40 Ft. LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D. Storm Stor= 39041 (CuXt.) 39,469 (Cu.Ft.) 101.10% Temporary = 134765 (Cu.Ft.) 141,251 (CuXt.) 104.81% Permanent = 243000 (CuXt.) 255,294 (CuXt.) 105.06% Total Volume = 416,806 (CuXt.) 436,014 (CuXt.) 104.61% Min. Required Liner Thickness ------------------- 1.5 Ft. Lagoon Surface Area: (Inside TOD) ------------------- 62,466 S.F. Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 1 ,I .r Grower: Gary Usher Designed By: ]NT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Du lin Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS LAGOON STAGE-AREA VOLUMES Contour Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FTC 87.40 35,243 88.00 36,618 21,558 21,558 89.00 38,969 37,794 59,352 90.00 41,392 40,181 99,532 91.00 43,886 42,639 142,171 92.00 46,454 45,170 187,341 93.00 49,093 47,774 235,115 94.00 51,805 50,449 285,564 95.00 54,589 53,197 338,761 96.00 57,445 56,017 394,778 97.00 60,373 58,909 453,687 97.70 62,466 42,994 496,680 These volumes were calculated using the vertical average end area method. TOTAL REQD VOL 416,806 CF CUMULATIVE VOL. ZONE VOL. 104.61% END PUMP = = = 93.40 FT 255,294 CF TR'MT 255,294 105.06% START PUMP = = 96.03 FT 396,545 CF TEMP 141,251 104.81% MAX STORAGE = 96.70 FT 1 436,014 CF STORM 39,469 101.10% Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 Grower: Gary Usher Designed By: JNT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill,NC 28458 Date: 04/13/02 County: Duplin Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: Animal Type Capacity * ALW * (cu.ft./lb) = Total Nursery 0 30 1.00 0 Finishing 1,800 135 1.00 243,000 Farrow to weanling 0 433 1.00 0 Farrow to feeder 0 522 1.00 0 Farrow to finish 0 1,417 1.00 0 Boars 0 400 1.00 0 Total Required Treatment Volume(cu.ft.)= 243,000 Sludge Storage Volume: Animal Type Capacity * ALW * (cu.ft./lb) = Total Nursery 0 30 0.00 0 Finishing 1,800 135 0.00 0 Farrow to weanling 0 433 0.00 0 Farrow to feeder 0 522 0.00 0 Farrow to finish 0 1,417 0.00 0 Boars 0 400 0.000 0 Total Required Sludge Storage Volume(cu.ft.)= 0 Temporary Storage Volume: Manure Production: Animal Type Capacity * Sto. Period ./day) =Total Nursery 0 180 0.30 0 Finishing 1,800 180 1.37 443,880 Farrow to weanling 0 180 4.39 0 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 180 14.38 0 Boars 0 180 4.06 0 Total Manure Production (gals.)= 443,880 Total Manure Production (cu.ft.)= 59,342 Excess Fresh Water: Animal Type Capacity * Sto. Period ./day) =Total Nursery 0 180 0.20 0 Finishing 1,800 180 0.90 291,600 Farrow to weanling 0 180 2.90 0 Farrow to feeder 0 180 3.50 0 Farrow to finish 0 180 9.50 0 Boars 0 180 2.70 0 Total Fresh Water Excess(gals.)= 291,600 Total Fresh Water Excess(cu.ft.)= 38,984 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2111 Grower: Gary Usher Designed By: ]NT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall/ 12in./ft Vol.= (62466 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 36,439 Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in)/ 12in./ft. Vol.= (62466 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 25Yr.-24Hr.Storm Event(cu.ft)= 39,041 "Heavy Rain" Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor(in)/ 12in./ft. Vol.= (62466 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for"Heavy Rain" (cu.ft.) = 0 (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required Total Required Storm Storage (25 Yr. / 24 Hr. Storm + "Heavy Rain") = 39,041 (CU.FT) Total Required Temporary Storage (Manure Prod. + Excess Fr. Water+ Rainfall Excess) = 134,765 (CU.FT) Total Required Permanent Storage (Treatment + Sludge) = 243,000 (CU.FT) TOTAL REQUIRED VOLUME = 416806 (CUXT.) Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2111 Grower: Gary Usher Designed By: JNT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation ------------------- 97.70 FT. Emergency Spillway Crest Elevation ------------------- Not Applicable Top of 25 yr/24 hr Storm Storage ------------------- 96.70 FT. Top of"Heavy Rain" Storage ------------------- Not Applicable Start Pump Elevation ------------------- 96.03 FT. End Pump Elevation ------------------- 93.40 FT. Top of Sludge Storage ------------------- Not Applicable Seasonal High Watertable Elev. ------------------- 93.00 FT. Finished Bottom Elevation ------------------- 87.40 FT. Inside Top Length ------------------- Not Applicable Inside Top Width ------------------- Not Applicable Side Slopes ------------------- 3:1 H:V Lagoon Surface Area ------------------- 62,466 SF Min. Liner Thickness (if required) ------------------- 1.5 FT. Freeboard Depth ------------------- 1.00 FT. Temporary Storage Period ------------------- 180 Days TOTAL DESIGN VOLUME = 436014(CUXT-) Zone Depths: Treatment/ Sludge Storage Zone Depth ----------- 6.0 FT. Temporary Storage Zone Depth ----------- 2.6 FT. Freeboard/ Storm Storage Zone Depth ----------- 1.7 FT. Total Lagoon Depth ----------- 10.3 FT. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 Grower: Gary Usher Design JNT Address: 1312 Brices Store Rd. Checke DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 6 of 7 ZONE ELEVATIONS TOP OF DIKE ELEV = 97.70 / \ TOP OF STORM ELEV = 96.70 / \ STRT PMP EL.= 96.03 \ TOP OF TEMP STORAGE ELEV = 96.03 / END PMP EL. = 93.40 \ TOP OF TREAT ELEV = 93.40 SHWT = 93.00 J FINISHED BOTTOM ELEV = 87.40 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2111 Grower: Gary Usher Designed By: JNT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the North Carolina Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway is not required. SHWT: Subsurface drain tile will be installed adjacent to the lagoon as shown on the site drawing. The tile is being installed to keep the seasonal high water table adjacent to the lagoon at or below the stop pump elevation. NOTE: See attached Waste t'lijpdr�r a tea\ �� .....�±+tls.oa3��.^ :r ,if 0 DESIGNED: DATE: O ewe 'V ,� ®o3►p901 Sr t�d j /17+ S. COMMENTS: The lagoon has been designed as an irregular shape. Actual contour areas taken from the lagoon design are used to calculate the surface area and storage volume characteristics of the lagoon. This approach insures that rainfall capture on the lagoon is fully accounted for and that storage volumes calculated represent actual conditions regardless of the shape. Murphy Family Farms Engineering P.O. 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" 501�1010100 �i nzR■■arm C�....m■n �■■WE■■■R doWM MMENOMINEE ERE nl�■ _ Will ® i s ..I 1 I I I � I � I 1 I � ! ' � � L• I� I i...i !.I. � I -I rT i .,._� - -_ - - - r I i I II 11 IIrl I II i I i. _ r I ' r I --- -- r I I 1 ! - - - - - - -- - I } r I I 1I . I' ill ' ! I � � ; I Il � jrii , l I ' � i . 11 ; l I I I II I III I ! ' II II t JT- • r r I , - ----i � ; I Ilii � ! II ' • - -• , I I l i r � i t i� r I I 1. �. .. ! I 6 I i i i - 'QI r --r- - r '�I __... .r �I ! I I I I ,• i i I � I � � I--r I I I I� I I. I ,� _ _ _ _ _ - _ -•- I i •r.r ! I •I j � I r r � � � r I >I I i I I i I i. I ; I i I [ ( I I t 1 I I r I ! I i I I..I i I i I �,y'• -I i --I--- - --- - -- --+- I - �_'- -I- . I j j I i I I I I j � ' ! i i r i I I •I I I I I- I I i � - --I. - �- - - - --I - ! I I I I I !'I -}_ -I-'I._I '}'1 I I I I { ! r , , I i i � i r I I I I i r _ I N.; 1 _ _- - __ '•I. - --- - -- - JAP r � --- _ - - ... i : I I r I I- - I- ! i I I ......... . 1 I - i I , . r r i 3S -_, •I-!_ _I__F. j .I. I.i_ • .r . . r I • . • � . . . . . r_ ! 'r_r i .!_. _,-rl-t_T I-�-f--�- - I - I - .�I - .i ' I iijij � rj r rl ij I II - I r !� ! I I , r I I � ; r r � r � r r � i I I I I j- I i..;. I�-�! - -- •I-� �- - - -- --- - - - - i I I I j , r i I I I i - i i I j I i j I I -! �- I I - - - -- - -- - --• - i - i -- -- ---- -- Dtoo jfvu Zfov -. .. __-360C-o 0 �- - / . ' ( � .` \ . 5D. Volume of 25 year - 24 hour storm Volume = 7. 5 inches / 12 inches per foot w D# Volume = 57812. 5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5#. 121352 cubic feet 5B. 0 cubic feet 5C. 53958 cubic feet 5D. 57813 cubic feet TOTAL 233123 cubic feet G. SUMMARY Total required volume 028843 cubic feet Total design volume avail. 145763 cubic feet Min. req. treatment volume plus sludge accumulation ��57'20 et c / \ \ / At elev. 44. 7 feet ; Volume is 498583 cubic feet (end pun Total design volume less 25yr-24hr storm is 687951 cubic feei . � At elev. 47. 0 feet ; Volume is 685240 cubic feet (start | Seasonal high water table elevation 40. 0 feet 7^ DESIGNED By ���� ��� wJ :�� APPROVED BY: 4ow C- DATE: any 40--v a&—f.,X-A NOTE� SEE ATTACHED WASTE UTILIZATION PLANKAJ- COMMENTSo �� ' 1 NAME= James _ Brice ADD C:RESS: Newberry, S PAGE '"YPE AND SIZE 1224 aF OPERATION Topp i ng GLASS IV DESIGNED BY B. W. Houston DATE 4/16/91 APPROVED BY �„�etc�� Sk�ea7" To ��stiwtie�'TS DATE �r- ZL/q/ u PERMANENT STORAGE . 3672 Hogs x 135 I bs per hog 3 1 Cu Ft per lb. 495720 Cu Ft ✓ TEMPORARY STORAGE 495720 I bs of animal x 1 .35 cu. ft. of waste per day 120460 Cu Ft ✓ per 1000 Ibs of animal wt . 1E;0 days RAINFALL LESS EVAPORATION 71' X J13552 sq. ft. of surface area per 12" per ft. 66239 Cu Ft RAINFALL - 25 YR. 1 DAY STORM 7.5" X 113552 sq. ft. of surface area per 1 " per ft. 70970 Cu Ft TOTAL STORAGE NEEDED 753389 Cu Ft � 27903 Cu Yds TOTAL STORAGE AVAILABLE A+ 759191 Cu Ft 28118 Cu Yds # AMOUNT OF FILL DIKE 34170 Cu Ft PAD 30295 Cu Ft TOTAL 64465 Cu Ft SETTLEMENT 10% 6447 Cu Ft TOTAL AMOUNT OF FILL 70912 Cu Ft 2626 Cu Yds CUT TO FILL RATIO TOTAL EXCAVATION 326550 Cu Ft 4.6: 1 12094 Cu Yds Sludge storage not computed at landowners request Sludge to be removed as needed DIKE FILL REFLECTS ADDITIONAL FILL NEEDED ON NORTH SIDE OF LAGOON BESIDE EXISTING HOUSES OCO- to Fill etccexs ive cl,.e fo ado��n9 oh �'o eK�s H^J OeSfa+.Ga. i PAGE NAME: James E. Brice OPERATION AND MAINTENANCE This lagoon is designer for waste treatment with minimum odor - controI . •The time required for the RIanned fluid level to be reached may vary due to soil conditions, flushing operations, and the amount of fresh water- added to the system. Land app I i cat icon of waste water- is recognized as an acceptable method of disposal . - Irrigation by using center- pivot, gun , or- traveler is the preferred and most efficient method to dispose of the effluent from the lagoon. Care should be taken when applying waste to prevent damage to the crops and to prevent runoff from the fields . The following items are to be carried out: 1 . Begin pump-out of the lagoon when fluid level reaches invert of 'the outlet pipes or at a pre-determined elevation. 2. Step pump-out before the lagoon depth is less than 6 feet deep or at a pre-determined depth. (This prevents the loss of favorable bacteria) 3. The recommended amount to apply per irrigation is one inch, and maximum recommended application rate is 0.5 i rich per hour. j. It is recommended that the treatment lagoon be precharged to 1/2 its capacity to prevent excessive odors during beginning stages of the operation. Precharging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with water- at all times . 5. Keep vegetation on the embankment and areas around the lagoon and buildings mowed. -a-: 6. Repair- any eroded areas and establish in vegetation. 7. 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, Wastewater- Management Section, has the responsibility for enforcing this I aw. All surface water- is to be diverted from the lagoon to an adequate and stable outlet. CERTIFICATION: I hereby certify that I understand the operation and maintenance requirements stated above. Furthermore , I understand how many acres are required in order- to land apply the waste and that the lagoon may have to be pumped 2 or more times a year. This sign has been explained to me and I agree with all previsions hated in the design. I also certify that there are no residence other than mine or my tenants ' within 750 feet of this operation. I understand that compliance with this design DOES NOT prevent someone from suing me because of nuisance or other reasons. Signature Date ------------------------------------ ---------------- � J NAME: James E. Brice A1=PRE iX I MATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION N: 86850 LE P: 'S_31 LB TONS OF WASTE STORED:: �7'228 BEFORE ANY EFFLUENT ISfAFPLIED TO THE LAND IT SHOULD BE ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT AGRONOMIC SERVICES DIVISION NCDA, BLUE RIDGE ROAD CENTER RALE I GH N.C. 27611 PHONE: 919-73 -2655 WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION. SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES DURING THE GROWING SEASON. LAND REQUIREMENTS FOR WASTE APPLICATION 3672 capac i ty Feeder- to Finish operation: Lane Ava i I . Land Required 74.2 55. 1 ac . of cropland planted to cor n r-n 0.0 31 .2 ac . of coastal ber-muda3rass--grazed 4.0 21 .3 ac . of coastal bermuda3r-ass--hay 0.0 4.4. 1 ac . of fescue--;gazed 153.6 percent of land required is available U sow Farrow to Feeder- operation: Land Avail . Land Required 0 0.0 ac . of cropland planted to corn D 0.0 ac . of coastal bermuda3r-ass--gazed 0 0.0 ac . of coastal ber-mudagr-ass--h ay 0 0.0 ac . of fescue--gazed ERROR percent of land required is available 0 sow Farrow to Finish operation: Land Avail . - Land Required it 0.0 ac . of cropland planted to corn 0 0.0 ac . of coastal ber-muda3r-ass--3razecI 0 0.0 ac . of coastal bermuda3rass--hay 0 0.0 ac . of fescue--grazed ERROR percent of land required is available BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES ELEV. 48.5 TOP OUTLET PIPE ------------------------------ DO NOT LOWER THE FLUID ANY LOWER THAN ELEV. 45.5 3 FT. BELOW PIPE ------------------------------ THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER RECOMMENDED APPPLICATION RATE IS 0.5 INC:HES PER HOUR AND THE MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER I RRGAT I ON Operator: _________ _________ ___ JE Brice Site #2 County:__ _________ _________ Duplin Date:____ _________ _________ 04/15/02 Dist.to nearest residence (other than owner) : 0 ft. sows (farrow to finish) := sows (farrow to fe eder) :___ head (finishing only) :===== _________ _____ 3672 sows (farrow to wean) :=== 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. ) ===____> 1.0 25 Year - 24 Hour Rainfall (in. ) ===_________> 7.5 Rainfall in excess of evaporation (in.) ===__> 7.0 Drainage area of buildings & lots (sq. ft. ) => Volume of wash water (gallons/day) ====______> Temporary storage period (days) ====_________> 180 Freeboard lft . ) :_____________________________ 1.0 Side slopes (inside lagoon) :________________> 3.0 1 Inside top length (ft.) :_____________________ 370.0 Inside top width (ft.) :______________________ 250.0 Top of dike elevation (ft. ) :_________________ 49.0 Bottom of lagoon elevation (ft. ) :==_________> 37.0 Seasonal high water table(SHWT) elev. (ft.) :=> 40.0 Total required volume:====_ ________> 728549 cu. ft. Actual design volume:====__ ________> 772244 cu. ft. Stop pumping el. (> or = to 40.0 ft.SHWT) > 44.7 ft. (> or = to 43 .0 ft.Min. ) Required minimum treatment volume: 495720 cu. ft. Volume at stop pumping elevation: 498583 cu. ft. Start pumping elev. :===______________________ 47.1 ft . Volume at start pumping elevation: 693778 cu. ft. Actual volume less 25yr-24hr rain: 714432 cu. ft. NOTE: Verify that temp. storage is adequate: Req. volume to be pumped:====> 175017 cu. ft. Actual volume to be pumped:==> 195195 cu. ft. Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table.Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit is required from NC DEQ. El D 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). Q Any method which, in the professional opiniontof 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 guidanr•P • 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. •Signal:ure arm Ow anager Date 6 Signature of Technic I Specialist Date EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) EMERGENCY MANAGEMENT SERVICES (EMS) Q 0 SOIL AND WATER CONSERVATION DISTRICT (SWCD) Z4G (20 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) I - - tZ-) COOPERATIVE EXTENSION SERVICE (CES) 0 ' - /0 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow- possible solutions are: a) Add soil to berm to increase elevation of dam. b) Pump wastes to fields at an acceptable rate. c) Stop all flow to the lagoon immediately. d) Call a pumping contractor. e) Make sure no surface water is entering lagoon. B. Runoff from waste application field-actions include: a) Immediately stop waste application. b) Create a temporary diversion to contain waste. c) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s)that cause the runoff. e) Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers-action include: a) Stop recycle pump. b) Stop irrigation pump. c) Close valves to eliminate further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators -action include: a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house,flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks - possible action: a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b) If holes are caused by burrowing animals,trap or remove animals and fill holes and compact with a clay type soil. 8 The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: • Modification of the lagoon structure -- an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) ® Lagoon liquid levels -- high levels are a safety risk. • Failure to inspect and maintain the dam. e Excess surface water flowing into the lagoon. • Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. c] Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, After hours, emergency number: (919) 733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of the movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. C. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the local NRCS office for advice/technical assistance phone number. 4. If none of the above works call 911 or the Sheriff's Department and explain your problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: b. Contractors Address: _ c . Contractors Phone: 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: b. Phone: 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. y OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass)or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter/ early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon.liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. 9 Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 2 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. 'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual 1 proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or o minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: o have more nutrients, have more odor, and o require more land to properly use the nutrients. Removal techniques: o Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large - bore sprinkler irrigation system onto nearby cropland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil-test phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. 6 • Practice water conservation --- minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. o Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon. Management: • Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (Figure 2-1). © Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer / early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. Don not pump the lagoon liquid level lower than the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. ® Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. S9udge Removal: Rate of lagoon sludge buildup can be reduced by: 5 Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experis. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon 3peration Startup: 1. Immediately after construction establish a complete sod cover on bare -soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. if the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. 4 Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment �- look for: 1. settlement, cracking, or"jug" holes 2. side slope stability --slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong _ winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps --check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. o Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height 3 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid tems) Flush Gutters Accumulation of solids ( Flush system is designed and operated suffi ' ntly to remove accumulated s s from gutters as designed. ( ) emove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids i aintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30%of surface. Excessive Decaying vegetation(✓)Maintain vegetative control along banks of Vegetative Growth lagoons and other impoundment's to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage () esign,operate and maintain feed systems(e.g.. bunkers and troughs)to minimize the accumulation of decaying wastage. (#/Clean up spillage on a routine basis(e.g.7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulation of feed ()-Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment(e.g.,covered bin for brewer's grain and similar high moisture grain p ducts). ( nspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Accumulation of animal Eliminate low area that trap moisture along fences Areas wastes and feed wastage an Other locations where waste accumulates and turbance by animals is minimal. Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e.inspect for and remove or break up accumulated solids as needed). MIC--November 11,1996 10 Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day Systems wastes interval during summer; 15-30 days interval during winter)where manure is loaded for land application or disposal. ()Provide for adequate drainage around manure stockpiles ()Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC-- November 11, 1996 it SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production - (p qgdtative or wooded buffers: (.,>Kecommended best management p tices; ood judgment and common sense Animal body Dirty manure 4K floors surfaces covered animals Floor surfaces Wet manure-covered ( lotted floors; floors ( )Waterers located over slotted floors; ( )Feeders at high end of solid floors; (•��r4e manure buildup from floors; ( „Anderfloor ventilation for drying Manure collection Urine ( requent manure removal by flush,pit pits re harge or scrape Partial microbial ( lnderfloor ventilation decomposition Ventilation Volatile gases . an maintenance; exhaust fans Dust ( )Efficient air movement Indoor surfaces Dust ( ashdown between groups of animals (Feed additives; U#eeder covers; (,�)F ed delivery downspout extenders to feeder covers Flush Tanks Agitation of recycled( )Flush tank covers lagoon liquid while tanks (�xtend fill lines to near bottom of tanks are filling with anti-siphon vents Flush alleys Agitation during waste (C46nderfloor flush with underfloor water conveyance ventilation Pit recharge Agitation of recycled()Extend recharge lines to near bottom of points lagoon liquid while pits pits with anti-siphon vents are filling Lift stations Agitation during sump ( )Sump tank covers tank filling and drawdown Outside drain Agitation during waste ( )Box Covers collection or water conveyance junction boxes End of drain Agitation during waste ( tend discharge point of pipes pipes at lagoon water underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( ^oper lagoon liquid capacity Biological mixing ( }Correct lagoon startup procedures Agitation (-)Minimum surface area-to-volume ratio ()Minimum agitation when pumping ( Mechanical aeration (Z)Proven biological additives Irrigation sprinkler High pressure agitation ( rrigate on dry days with little or no wind nozzles Wind draft ( )Minimum recommended operation pressure i )pump intake near lagoon liquid surface ( /)Pump from second-stage lagoon AMOC--November 11,1996 l2 Storage tank or Partial microbial ( ) ottom or midlevel loading basin surface decomposition Mixing while ( Tank covers filling Agitation when emptying( )Basin surface mats of solids ( roven biological additives or oxidants' Settling basin Partial microbial decom- ( xtend drainpipe outlets underneath liquid surface position Mixing while filling level Agitation,when emptying ( )Remove settled solids regularly Manure,slurry or Agitation when spreading ( oil injection of slurry/sludges sludge spreader Volatile gas emissions ( Yash residual manure from spreader after use outlets ( Proven biological additives or oxidants Dead animals Carcass decomposition ( roper disposition of carcasses Dead animal Carcass decomposition ( 'Complete covering of carcasses in burial pits disposal pits ( )Proper location!construction of disposal pits Incinerators Incomplete combustion ( ndary stack burners Standing water improper drainage ( , arm access road maintenance around facilities Microbial decomposition of away from facilities organic matter Manure tracked Poorly maintained access ( arm access road maintenance onto public roads roads from farm access Additional Information: Available From: Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE128-88NCSU-BAE Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings;PIN-33 NCSU-Swine Extension Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension 1995 Conference Proceedings The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Management Practices have been reviewed with me. 13 �..'. 3; r -N. yv Y=' .>yr E•iC la' >y 3 r i I Yb ti• - .. ..(-Yi",yY+.. f -^.iG•: '.:;%�`:.'::''i...R'-=S cY'i -. 5.. H' j. . L� y=...i+f 177 E' t r y' P r.. 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 ativ necessary corrections below. Application must be signed and dated by the Per►nittee. 1. Farm Number: 31-0427 Certificate Of Coverage Number: AWS310427 2. Facility Name: James Eddie Brice Farm 3. Landowner's Name(same as on the Waste Management Plan): James E Brice 4. Landowner's Mailing Address: 725 Old Camp Rd City: Rose Hill State: NC Zip: 28458 Telephone Number: 910-284-9418 Ext. [:-mail: 5. Facility's Physical Address: 1264 Brices Store Rd City: Rose Hill State: NC 'Lip: 28458 6. County where Facility is located: Du tin 7. Farm Manager's Name(if different from Landowner): g, Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): Murph\-Brown LLC 10. Operator Name(OIC) fertAwIej( iC e, Phone No.: •Q 8-�89-�918 OIC 11. Lessee's Name(if there is not a Lessee,write"None"): 9 YlY 12. Indicate animal operation t pe and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 1,800 operation Tynes: Swine Cattle Dry Poulin- Other Tvoes Wean to Finish Dairy Calf Non Lai ing Chickens Horses-Horses Wean to Feeder Dairy Heifer Las ing Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turku s Sheep-Other Farrow to Wean Beef Stocker Calf Turkel Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poulin- Gilts Other Non Las ing 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 T)pe Estimated Design Freeboard Structure Date (Clay Synthetic, Capacity Surface Area "Redline" Name Built Llnl,noan) (Cubic Feet) (Square Feet) (Inches) NI 195r. 2 3 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWINIP) with this completed and signed application as required by NC.General Statutes 143-215.IOC(d)to the address belo'A. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan(WUP),signed bi•the owner and a certified technical specialist,containing n The method b) 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 even land application field d. The crops grown on even 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 even,crop utilized in the WUP h. The required MRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7. 1_agoon/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 ma) be applicable to your facility. 8 Operation and Maintenance Plan If )our CAWMP includes an) components not sho"n on this list please include the additional components %knh )our submittal (e.g.composting,digesters,%%ante transfers,etc) As a second option to mailing paper copies of the application package, you can scan and email one signed cop) of the application and all the CANN NIP items above to: 2019PcrmitReneeal anr&nr.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 $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Name: 95 J r E Title: Signature: / ✓u-<� Date: Name: Title: Signature- Date• Name Title Signature Date THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS NCDEQ-DW R Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal a ncdenr.go% FORM: RENEI%AL-STATE GENERAL 02/2019 ,A n y,O ROY COOPER �. Governor MICHAEL S.REGAN Secrrrar y LINDA CULPEPPER NORTH CAROLINA Director Environmental Qua(lty February 27,2019 James E Brice James Eddie Brice Farm 725 Old Camp Rd Rose Hill,NC 28458 Subject Application for Renewal of Coverage for Expiring State General Permit Dear Permittee. Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available at hj,(ps•//dea nc eov/about/divisions/water-resources/water-quality-re iog nal-operations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 In order to assure your continued coverage under the State Non-Discharge General Permits you must submit an application for permit coverage to the Division Enclosed you will find a "Reguest for Certificate of Coverage Facility Currently Covered by an Expiring State Non-Dischar$e General Permit." The application form must be completed signed and returned by April 3. 2019. Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 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 S25,000 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-AWS310427 MurpRhay-Brown LLC —_ Now Caro no Depann+ent of Enwonmenta Qua rty I D Ns,on of Wate•Reso.roes W N Sahsbur) St 1 1636 Ma Servoe Center I Role gh,North Caro a 27699.1636 —` "— 919 707 9000 Murphy-Brown, LLC 9/24/2019 P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): James Eddie Brice Farm Name: James Eddie Brice Farm 31-119 County: Du lin Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish 9,144 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 DWQ 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 8 This plan is based on the waste application method shown above. If you choose to change methods in the future,you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made,which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be Flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H 0217 adopted by the Environmental Management Commission, AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3,tons,etc.): Capacity Type Waste Produced perAnimal Total Farrow to Wean 3203 gal/yr gal/yr Farrow to Feeder 3861 gal/yr gal/yr Farrow to Finish 10478 gal/yr gal/yr Wean to Feeder 191 gal/yr gal/yr Wean to Finish 776 gal/yr gal/yr 9144 Feeder to Finish 927 gal/yr 8,476,488 al/yr Total 8,476,488 galtyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity Type Nitrogen Produced per Animal Total Farrow to Wean 3.84lbs/yr Ibstyr Farrow to Feeder 6.95lbs/yr Ibstyr Farrow to Finish 18.86 Ibs/yr Ibstyr Wean to Feeder 0.34 Ibs/yr Ibstyr Wean to Finish 1.40 Ibs/yr Ibstyr 9144 Feeder to Finish 1.67 Ibs/yr 15,258 Ibstyr Total 15,258 Ibs/yr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 89.57 Total N Required tat Year: 20948.56 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 20,948.56 Total Nitrogen Produced by Farm: 15,257.68 Nitrogen Balance for Crops: (5,690.88) 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. 2of8 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total We N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N Acreage Type Code Apply Yield Ibs NIUnit Residual /Ac Utilized Code Apply Yield Its N/Unit Residual /Ac Utilized Lbs N/Ac Utilizetl T973 3A 5.15 Re B March-Sept 4.5 32.25 145 747.3938 K Se t-A riI 1 50 50 257.5 195.125 1004.894 T973 3B 4 NOA B March-Sept 6.5 34.5 224 897 K Sept-April 1 50 50 200 274.25 1097 T981 1 17.65 NOA B March-Sept 6.5 34.5 224 3958.013 K Sept-April 1 50 50 883 274.25 4840.513 T981 2 22.22 GOA B March-Set 6.5 34.5 224 4982.835 K Sept-April 1 50 50 1111 274.25 6093.835 T980 4 40.55 Re B March-Set 4.5 32.25 145 5884.819 K Sept-April 1 50 50 2027.5 195A25 7912.319 Totals: 81.57 10470.06 4478.5 20948.58 3(a)of 8 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 Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Cod. Apply Yield Ibs N/Unit Residual /Ac Utill od Lbs N/Ac Utilized Totals: 0 0 0 0 3(b)of 8 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately 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 Lbs N utilized/unit yield A Barley 1.6 Ibs N/bushel B Hybrid Bermudagrass-Grazed 50 Ibs N/ton C Hybrid Bermudagrass- Hay 50 Ibs N/ton D Corn -Grain 1.25 Ibs N/bushel E Corn - Silage 12 Ibs N/ton F Cotton 0.12 Ibs N/Ibs lint G Fescue-Grazed 50 Ibs N/ton H Fescue- Hay 50 Ibs N/ton I Oats 1.3 Ibs N/bushel J Rye 2.4 Ibs N/bushel K Small Grain - Grazed 50 Ibs N/acre L Small Grain - Hay 50 Ibs N/acre M Grain Sorghum 2.5 Ibs N/cwt N Wheat 2.4 Ibs N /bushel O Soybean 4.0 Ibs N /bushel P Pine Trees 40 Ibs N/acre/yr 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. 4of8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/ r/animal Farm Total/ r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Wean to Finish 0.306 9144 Feeder to Finish 0.36 3291.84 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 3291.84 pounds of plant available nitrogen per year 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 16459.2 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 54 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 131.6736 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. 5 of 8 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 T973 3A Ra B 0.4 1 T981 3B NoA B 0.5 1 T981 1 NoA B 0.5 1 T980 2 GoA B 0.4 1 4 Ra B 0.4 1 6 of 8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: James Eddie Brice Farm Owner: James Eddie Brice 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 DWQ 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 NCDWQ upon request. Name of Facility Owner: -J . Lam) C P Signature: �jt�/�sj c l /f� L�> Ay l 07 Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: Toni W. King Affiliation:_ Murphy-Brown, LLC. Address: 2822 Hwy 24 West,PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: W tn— \ Date 8of8 Additional Comments: Both of these farms are now under one ownership and have requested that the permits be combined under one permit. The irrigation system is connected and either lagoon can be used to pump to any of the land listed in this NUP. Although small overseed is shown in the NUP it is"optional" and not required to balance nitrogen produced. 9/18/2019 - NUP revised to show a change in crop for field 4 from Fescue to Bermuda, no other changes were made. 7of8 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 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. Any new swine facility sited on or after October 1, 1995 shall comply with the following: 11 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. Animal waste shall not be applied closer than 100 feet to wells. 12 Animal waste shall not be applied closer than 200 feet of dwellings other than those 13 owned by the landowner. Waste shall be applied in a manner not to reach other property and public right-of-ways. 14 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 15 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. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 16 2of3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular 19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. Animal waste can be used in a rotation that includes vegetables and other crops for direct 20 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. Highly visible markers shall be installed to mark the top and bottom elevations of the 21 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. 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 22 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. Dead animals will be disposed of in a manner that meets North Carolina regulations. 23 3 of 3 ccc p -tt A wS 3/ OYZ7 �4 LA.) l � l Murphy-Brown, LLC 4/22/2015 P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): James Eddie Brice Farm Name: James Eddie Brice Farm 31-119 County: Du lin Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Wean to Finish Feeder to Finish 9,144 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 DWQ 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 8 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,fts,tons,etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3203 gal/yr galtyr Farrow to Feeder 3861 gal/yr gal/yr Farrow to Finish 10478 gal/yr galtyr Wean to Feeder 191 gal/yr galtyr Wean to Finish 776 galtyr galtyr 91441 Feeder to Finish 927 al/ r 8,476,488 al/ r Total 8,476,488 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Ca aci 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 Ibs/yr Ibs/yr Wean to Finish 1.40 Ibs/yr Ibs/yr 9144 Feeder to Finish 1.67 Ibs/ r 1 15,258 Ibs/ r Total 15,258 Ibs r Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the 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: 89.57 Total N Required 1st Year: 18921.06 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 18,921.06 Total Nitrogen Produced by Farm: 15,257.68 Nitrogen Balance for Crops: (3,663.38) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this facility. 2 of 8 IrrigatedReception Area Specifications Tract Field Acreage y.: Code Apply Yield We NfUnIt Residual /Ac �'- ©®mo�smm���©�zvo�■moo®� Reception Area Specifications Tract Field Irrigated Soll 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N Znd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N Acreage Type Coda Apply Yield [be N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized Totals: 0 0 0 0 3(b)of 8 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields(i.e. small grain,etc, interseeded in bermuda),forage must be removed through grazing, hay,and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain,etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately 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 Lbs N utilized/unit yield A Barley 1.6 lbs N/bushel B Hybrid Bermudagrass-Grazed 50 lbs N/ton C Hybrid Bermudagrass- Hay 50 lbs N/ton D Corn-Grain 1.25 lbs N/bushel E Corn-Silage 12 lbs N/ton F Cotton 0.12 lbs N/lbs lint G Fescue-Grazed 50 lbs N/ton H Fescue-Hay 50 lbs N/ton I Oats 1.3 lbs N/bushel J Rye 2.4 lbs N/bushel K Small Grain-Grazed 50 lbs N/acre L Small Grain-Hay 50 lbs N/acre M Grain Sorghum 2.5 lbs N/cwt N Wheat 2.4 lbs N/bushel O Soybean 4.0 lbs N/bushel P Pine Trees 40 lbs N/acre/yr 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. 4of8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN r/animal Farm Total/ r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Wean to Finish 0.306 9144 Feeder to Finish 0.36 3291.84 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 3291.84 pounds of plant available nitrogen per year 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 16459.2 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 54 acreas of land. If you apply the sludge to com at a rate of 125 pounds per acre,you will need 131.6736 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. 5of8 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 T973 3A Ra B 0.4 1 T981 3B NoA B 0.5 1 T981 1 NoA B 0.5 1 T980 2 GoA B 0.4 1 4 Re G 0.4 1 6of8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: James Eddie Brice Farm Owner: James Eddie Brice 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 DWQ 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 NCDWQ upon request. Name of Facility Owner: Jo S �� Q_ Signature: Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: Toni W. King Affiliation: Murphy-Brown,I.I.C. Address: 2822 Hwy 24 West,PO Drawer 856 Warsaw, NC 28398 Telephone:_ (910)293-3434 Signature: `Q,�� �� ���Z-Lots Date 8of8 Additional Comments: Both of these farms are now under one ownership and have requested that the permits be combined under one permit. The irrigation system is connected and either lagoon can be used to pump to any of the land listed in this NUP Although small overseed is shown in the NUP, it is"optional"and not required to balance nitrogen produced. 7of8 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 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. Any new swine facility sited on or after October 1, 1995 shall comply with the following: 11 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. Animal waste shall not be applied closer than 100 feet to wells. 12 Animal waste shall not be applied closer than 200 feet of dwellings other than those 13 owned by the landowner. Waste shall be applied in a manner not to reach other property and public right-of-ways. 14 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 15 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. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 16 2of3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular 19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. Animal waste can be used in a rotation that includes vegetables and other crops for direct 20 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. Highly visible markers shall be installed to mark the top and bottom elevations of the 21 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. 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 22 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. Dead animals will be disposed of in a manner that meets North Carolina regulations. 23 3of3 3of3 • T Grower: Gary Usher Designed By: JNT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Du lin Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION Farm Population: Nursery: ------------------- 0 Finishing: ------------------- 1800 Hd. Farrow to weanling: ------------------- 0 Farrow to feeder: ------------------- 0 Farrow to finish: ------------------- 0 Boars: ------------------- 0 Storage Period: ------------------- 180 Days 25 Yr./ 24 Hr Storm Event ------------------- 7.5 In. "Heavy Rain" Factor Not Applicable 7.5 In. Rainfall in Excess of Evaporation ------------------- 7.0 In. Additional Water Usage: ------------------- 0 Additional Drainage Area: ------------------- 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (Y/N) ------------ y Does Operator Want Emergency Spillway? (Y/N) ------------ N Is This Design for an Existing Farm? (Y/N) ------------ y Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ y Seasonal High Water Table Elev: ------------------- 93.00 Ft. Freeboard: ------------------- 1.0 Ft. Emergency Spillway Flow Depth: Not Applicable 0.3 Ft. Side Slopes: ------------------- 3 :1 (H:V) Press ALT-C to Download 0.0 contour areas see sheet 2 of 7... 0.0 Top of Dike Elevation: -------------- Depth 97.70 Ft. Finished Bottom Elevation: -------------- 10.30 Ft. 87.40 Ft. Start Pump Elevation: -------------- 20.04 In. 96.03 Ft. Stop Pump Elevation: -------------- 51.6 In. 93.40 Ft. LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES _ % REQ'D. Storm Stor= 39041 (Cu.Ft.) 39,469 (Cu.Ft.) 101.10% Temporary = 134765 (Cu.Ft.) 141,251 (Cu.Ft.) 104.81% Permanent= 243000 (Cu.Ft.) 255,294 (Cu.Ft.) 105.06% Total Volume = 416,806 (Cu.Ft.) 436,014 (Cu.Ft.) 104.61% Min. Required Liner Thickness ------------------- 1.5 Ft. Lagoon Surface Area: (Inside TOD) ------------------- 62,466 S.F. Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 Grower: Gary Usher Designed By: INT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Du lin Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS LAGOON STAGE-AREA VOLUMES Contour Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 87.40 35,243 88.00 36,618 21,558 21,558 89.00 38,969 37,794 59,352 90.00 41,392 40,181 99,532 91.00 43,886 42,639 142,171 92.00 46,454 45,170 187,341 93.00 49,093 47,774 235,115 94.00 51,805 50,449 285,564 95.00 54,589 53,197 338,761 96.00 57,445 56,017 394,778 97.00 60,373 58,909 453,687 97.70 62,466 42,994 496,680 These volumes were calculated usinq the vertical avera a end area method. TOTAL RE D VOL 416,806 CF CUMULATIVE VOL. ZONE VOL. 104.61% END PUMP = = = 93.40 FT 255,294 CF TR'MT 255,294 105.06% START PUMP = = 96.03 FT 396,545 CF TEMP 141,251 104.810/co MAX STORAGE = 96.70 FT 436,014 CF STORM 39,469 101.10% Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)293-3434 ' I I Grower: Gary Usher Designed By: JNT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill,NC 28458 Date: 04/13/02 County: Duplin Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: IFin mal T e Capaci * ALW * cu.ft./lb) = Totalrsery 0 30 1.00 0 ishing 1,800 135 1.00 243,000 Farrow to weanling 0 433 1.00 0 Farrow to feeder 0 522 1.00 0 Farrow to finish 0 1,417 1.00 0 Boars 0 400 1.00 0 Total Required Treatment Volume(cu.ft.)= 243,000 Sludge Storage Volume: Animal Type Capacity ALW * (cu.ft./lb) Total Nursery 0 30 0.00 0 Finishing 1,800 135 0.00 0 Farrow to weanling 0 433 0.00 0 Farrow to feeder 0 522 0.00 0 Farrow to finish 0 1,417 0.00 0 Boars 0 400 0.000 0 Total Required Sludge Storage Volume(cu.ft.)= 0 Temporary Storage Volume: Manure Production: Animal Type Capacity * Sto. Period ./day) =Total Nursery 0 180 0.30 0 Finishing 1,800 180 1.37 443,880 Farrow to weanling 0 180 4.39 0 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 180 14.38 0 Boars 0 180 4.06 0 Total Manure Production (gals.)= 443,880 Total Manure Production(cu.ft.)= 59,342 Excess Fresh Water: Animal Type Capacity * Sto. Period ./ ay =Total Nursery 0 180 0.20 0 Finishing 1,800 180 0.90 291,600 Farrow to weanling 0 180 2.90 0 Farrow to feeder 0 180 3.50 0 Farrow to finish 0 180 9.50 0 Boars 0 180 2.70 0 Total Fresh Water Excess(gals.)= 291,600 Total Fresh Water Excess(cu.ft.)= 38,984 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2111 Grower: Gary Usher Designed By: )NT Address: 1312 Brlces Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall/ 121n./ft Vol.= (62466 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 36,439 Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in)/ 12in./ft. Vol.= (62466 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 2SYr.-24Hr.Storm Event(cu.ft)= 39,041 "Heavy Rain" Storage: Vol.=(Lagoon Sun`. Area + Addt'I Drainage Area) * "Heavy Rain" Factor(in)/ 121n./ft. Vol.= (62466 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for"Heavy Rain" (cu.ft.) = 0 (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required Total Required Storm Storage (25 Yr. / 24 Hr. Storm + "Heavy Rain") = 39,041 (CU.FT) Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess) = 134,765 (CU.FT) Total Required Permanent Storage (Treatment + Sludge) = 243,000 (CU.FT) TOTAL REQUIRED VOLUME = 416806 (CU.FT.) Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2111 Grower: Gary Usher Designed By: )NT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation ------------------- 97.70 Fr, Emergency Spillway Crest Elevation ------------------- Not Applicable Top of 25 yr/24 hr Storm Storage ------------------- 96.70 FT. Top of"Heavy Rain" Storage ------------------- Not Applicable Start Pump Elevation ------------------- 96.03 FT. End Pump Elevation ------------------- 93.40 FT. Top of Sludge Storage ------------------- Not Applicable Seasonal High Watertable Elev. ------------------- 93.00 FT. Finished Bottom Elevation ------------------- 87.40 FT. Inside Top Length ------------------- Not Applicable Inside Top Width ------------------- Not Applicable Side Slopes ------------------- 3:1 H:V Lagoon Surface Area ------------------- 62,466 SF Min. Liner Thickness (if required) ------------------- 1.5 FT. Freeboard Depth ------------------- 1.00 FT. Temporary Storage Period ------------------- 180 Days TOTAL DESIGN VOLUME = 436014(CU.FT.) Zone Depths: Treatment/Sludge Storage Zone Depth ----------- 6.0 FT. Temporary Storage Zone Depth ----------- 2.6 FT. Freeboard/ Storm Storage Zone Depth ----------- 1.7 FT. Total Lagoon Depth ----------- 10.3 FT. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 Grower: Gary Usher Design AT Address: 1312 Brices Store Rd. Checke DSE Rose Hill, NC 28458 Date: 04/13/02 County: Duplin Sheet 6 of 7 ZONE ELEVATIONS TOP OF DIKE ELEV = 97.70 / \ TOP OF STORM ELEV = 96.70 / \ STRT PMP EL.= 96.03 \ TOP OF TEMP STORAGE ELEV = 96.03 / END PMP EL. = 93.40 \ TOP OF TREAT ELEV = 93.40 SHWT = 93.00 J FINISHED BOTTOM ELEV = 87.40 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-2111 Grower: Gary Usher Designed By: JNT Address: 1312 Brices Store Rd. Checked By: DSE Rose Hill, NC 28458 Date: 04/13/02 County: Du lin Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the North Carolina Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway is not required. SHWT: Subsurface drain tile will be installed adjacent to the lagoon as shown on the site drawing. The tile is being installed to keep the seasonal high water table adjacent to the lagoon at or below the stop pump elevation. NOTE: See attached Waste, tpp DESIGNED: u� DATE: �r�rrrir COMMENTS: The lagoon has been designed as an irregular shape. Actual contour areas taken from the lagoon design are used to calculate the surface area and storage volume characteristics of the lagoon. This approach insures that rainfall capture on the lagoon is fully accounted for and that storage volumes calculated represent actual conditions regardless of the shape. Murphy Family Farms Engineering P.O. 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I .I I• j I i I � 1 � I � � i � I i ' I ' i 'I I ± i-I i I -- --- - - - , , II •I- I I I � , , � I I , � � , � � i ! I ! I I ; I I I i I-I I- - ` i�-• � - -- — --- - - - � — I . ' I ' t , tt! I I I i I I I , - - -- - - 1I ,QtOo /fvv Zfop 3fpu �f•fD� Sfbl/ 5D. Volume of 25 year - 24 hour storm Volume = 7. 5 inches / 12 inches per foot # DA Volume = 57812. 5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 121352 cubic feet 5B. 0 cubic feet 5C. 53958 cubic feet 5D• 57813 cubic feet TOTAL 233123 cubic feet G. SUMMARY Total required volume 028843 cubic feet Total design volume avail. '543763 cubic feet � Min. req. treatment volume plus sludge accumulation 495720 r A•t elev. 44. 7 feet ; Volume is 498583 cubic feet (end pun Total design volume less 25yr-24h•r storm is 687951 cubic feet At elev. 47. 0 feet ; Volume is 685240 cubic feet (start i Seasonal high water table elevation 40. 0 feet 7. DESIGNED BY:FfA0j$- DA,4Vf%4AW APPROVED $Y: . ��S W v DATE: DATE: -7 S c..S olapw 4.jl e"A MOTE: SEE ATTACHED WASTE UTILIZATION PLANGLU` COMMENT S e NAME: James _ Brice ADDRESS: Newberry, SC PAGE TYPE AND SIZE -1224 OF OPERATION Topping CLASS IV DESIGNED BY B. W. Houston DATE 4/16/91 APPROVED BY Sk6/ec7' To us.��ec7J DATE 5'/22-14I U PERMANENT STORAGE . 3672 Hogs x 135 I bs per hog 1 Cu Ft per lb. 495720 Cu Ft ✓ TEMPORARY STORAGE 495720 I bs of animal x 1 .35 cu. ft. of waste per day 120460 Cu Ft ✓ per 1000 Ibs of animal wt . x 180 days RAINFALL LEGS EVAPORATION 7" X -113552 sq. ft. of surface area per 1'Z'" per ft. 66239 Cu Ft ✓ RAINFALL - 25 YR. 1 DAY STORM 7. 5" X 113552 sq. ft. of surface area per 12" per ft. 70970 Cu Ft '� TOTAL STORAGE NEEDED 75:389 Cu Ft 27903 Cu Yds TOTAL STORAGE AVAILABLE o+ 759191 Cu Ft v/ 2811;_3 Cu Yds ** AMOUNT OF FILL DIKE 34170 Cu Ft PAD 30295 Cu Ft TOTAL 64465 Cu Ft SETTLEMENT 10% 6447 Cu Ft TOTAL AMOUNT OF FILL 70912 Cu Ft 2626 Cu Yds CUT TO FILL RATIO TOTAL EXCAVATION 326550 Cu Ft 4.6: 1 12094 Cu Yds * Sludge storage not computed at landowners request Sludge to be removed as needed DIKE FILL REFLECTS ADDITIONAL FILL NEEDED ON NORTH SIDE OF LAGOON BESIDE EXISTING HOUSES OCO- to Fill eKceu ive cjv6 fo a01d��9 OA *v � 1 NAME: James E. Br- i ce PACE OPERATION AND MAINTENANCE This lagoon is designel for waste treatment with minimum odor control . -The time required for the planned fluid level to be reached may vary due to soil conditions, flushing operations, and the amount of fresh water- added to the system. Land app I i cat icon of waste water i s r-ecogn i zed as an acceptab I e method of disposal . • Irrigation by using center- pivot, gun , or- tr-ave I er- i s the preferred and most eff i c i ent method to d i spose of the effluent from the lagoon. Care should be taken when applying waste to prevent damage to the crops and to prevent runoff from the fields . The fo I I ow i ng i terns are to be Carr- i ed out: 1 . Begin pump-out of the lagoon when fluid level reaches invert of the outlet pipes or at a pre-determined elevation. 2. Stop pump-out before the lagoon depth is less than 6 feet deep or at a pre-determined depth. (This prevents the loss of favorable bacteria) ;. The recommended amount to apply per irrigation is one inch, and maximum recommended application rate is 0-5 i rich per hour-. J. It is recommended that the treatment lagoon be precharged to 1/2 its capacity to prevent excessive odors during beginning stages of the operation . Precharging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Sc- l i ds should be covered with water- at all times. 5. Keep vegetation on the embankment and areas around the lagoon and buildings mowed. 6. Repair- any eroded areas and establish in vegetation. 7. 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, Wastewater- Management Section, has the responsibility for enforcing this law. 8. All surface water- is to be diverted from the lagoon to an adequate and stable outlet. CERTIFICATION: I hereby certify that I understand the operation and maintenance requirements stated above. Furthermore , I understand how many acres are required in order to land apply the waste and that the lagoon may have to be pumped 2 or more times a year. This esign has been explained to me and I agree with all provisions -gated in the design. I also certify that there are no residence other than mine or my tenants ' within 750 feet of this operation. I understand that compliance with this design DOES NOT prevent someone from suing me because of nuisance or other reasons. Signature __Date NAME: James E. Brice APPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION N: 86850 LB P: 25331 LB TUNS OF WASTE STORED: 7228 BEFORE ANY EFFLUENT IS!APPLIED TO THE LAND IT SHOULD BE ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT AGRONOMIC SERVICES DIVISION NCDA, BLUE RIDGE ROAD CENTER RALEIGH N.G. 27611 PHONE: 919-73"-2655 WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION. SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES DURING THE GROWING SEASON. LAND REQUIREMENTS FOR WASTE APPLICATION 3672 capacity Feeder- to Finish operation: Land Ava i I . Land Required 74.2 55. 1 ac . of cropland planted to corn 0.0 31 .2 ac . of coastal bermudagrass--grazed 4.0 21 . ; ac . of coastal Germudagrass--hay 0.0 44. 1 ac . of fescue--grazed 153.6 percent of land required is available 0 sow Farrow to Feeder- operation: Land Avail . Land Required 0 0.0 ac . of cropland planted to corn 0 0.0 ac . of coastal bermudagrass--grazed 0 0.0 ac . of coastal bermudagrass--hay 0 0.0 ac . of fescue--grazed ERROR percent of land required is available 0 sow Farrow to Finish operation: Land Ava 1 1 . - Land Requ i red 0 0.0 ac . of cropland planted to corn 0 0.0 ac . of coastal bermudagrass--grazecl 0 0.0 ac . of coastal bermudagrass--hay 0 0.0 ac . of fescue--grazed ERROR percent of Iand required is available BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES ELEV. 48.5 TOP OUTLET PIPE ------------------------------ DO NOT LOWER THE FLUID ANY LOWER THAN ELEV. 45.5 3 FT. BELOW PIPE ------------------------------ THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER RECOMMENDED APPPLIC:ATION RATE IS 0.5 INCHES PER HOUR AND THE MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INC:H PER IRRGATION Operator: _________ ________ _________ _________ > JE Brice Site #2 ' County:__ _________ ________ Duplin Date:==== _________ _________ 04/15/02 Dist.to nearest residence (other than owner) : 0 ft . sows (farrow to finish) :___ sows (farrow to fe eder) :___ head (finishing only) :_____ _________ 3672 sows (farrow to wean) :==___ 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. )===____> 1.0 25 Year - 24 Hour Rainfall (in. ) ===_________> 7.5 Rainfall in excess of evaporation (in.) ===__> 7.0 Drainage area of buildings & lots (sq. ft. ) => Volume of wash water (gallons/day) ====______, Temporary storage period (days) _____________> 180 Freeboard (ft . ) :____________________________> 1.0 Side slopes (inside lagoon) :===_____________> 3.0 1 Inside top length (ft.) :_____________________ 370.0 Inside top width (ft. ) :______________________ 250.0 Top of dike elevation (ft. ) :=________________ 49.0 Bottom of lagoon elevation (ft . ) :==_________, 37.0 Seasonal high water table(SHWT) elev. (ft.) :=> 40.0 1 Total required volume:====_ ________> 728549 cu. ft. Actual design volume:______ ________> 772244 cu. ft. Stop pumping el. (> or = to 40.0 ft.SHWT) > 44.7 ft . (> or = to 43 .0 ft.Min. ) Required minimum treatment volume: 495720 cu. ft. Volume at stop pumping elevation: 498583 cu. ft. Start pumping elev. ;===____________________ 47.1 ft . Volume at start pumping elevation: 693778 cu. ft . Actual volume less 25yr-24hr rain: 714432 cu. ft . NOTE: Verify that temp. storage is adequate: Req. volume to be pumped:====> 175017 cu. ft. Actual volume to be pumped:==> 195195 cu. ft. 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 aBurial three feet beneath the surface of the ground within 24 hours of knowledge of animal Fi 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. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture& Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit is required from NC DEQ. Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture&Consumer Services(G.S. 106-549.70). QAny method which, in the professional opinioneof 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. ;1.2 ,� _.__. _ --3 0 -(Tt Sign if; arm Ow anager Date Signature of Technic Specialist Date EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) 7� EMERGENCY MANAGEMENT SERVICES (EMS) 'i to- 7-31_-21(4 0 SOIL AND WATER CONSERVATION DISTRICT (SWCD) 1 - - (Z 0 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 1 - - IZ-) COOPERATIVE EXTENSION SERVICE (CES) This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow- possible solutions are a) Add soil to berm to increase elevation of dam. b) Pump wastes to fields at an acceptable rate. c) Stop all flow to the lagoon immediately. d) Call a pumping contractor. e) Make sure no surface water is entering lagoon. B. Runoff from waste application field-actions include: a) Immediately stop waste application. b) Create a temporary diversion to contain waste. c) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s)that cause the runoff. e) Evaluate the application rates for the fields where runoff occurred C Leakage from the waste pipes and sprinklers-action include: a) Stop recycle pump. b) Stop irrigation pump. c) Close valves to eliminate further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators -action include. a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house,flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks - possible action: a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b) If holes are caused by burrowing animals,trap or remove animals and fill holes and compact with a clay type soil. 8 The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: o Modification of the lagoon structure -- an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels -- high levels are a safety risk. e Failure to inspect and maintain the dam. e Excess surface water flowing into the lagoon. Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. c; Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off the property)? h. How much reached surface waters? 3 Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, After hours, emergency number: (919) 733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of the movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. C. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the local NRCS office for advice/technical assistance phone number. 4. If none of the above works call 911 or the Sheriff's Department and explain your problem to them and ask the person to contact the proper agencies for you. 5 Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: b. Contractors Address: c . Contractors Phone: 6 Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: b. Phone: 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. P OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter/ early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon.liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: U Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. C Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 2 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. *Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual l m proper lagoon sizing, O mechanical solids separation of flushed waste, 0 gravity settling of flushed waste solids in an appropriately designed basin, or C minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: U have more nutrients, o have more odor, and C require more land to properly use the nutrients. Removal techniques: • Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large - bore sprinkler irrigation system onto nearby cropland; and soil incorporate. o Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil-test phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. h 0 Practice water conservation --- minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. • Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon. Management: 0 Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. 0 Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer / early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. Don not pump the lagoon liquid level lower than the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. 0 Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. 0 Maintain strict vegetation, rodent, and varmint control near lagoon edges. 0 Do not allow trees or large bushes to grow on lagoon dam or embankment. 0 Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: 5 Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon )peration Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. 4 Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment -!- look for: 1. settlement, cracking, or"jug" holes 2. side slope stability --slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps --check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. o Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height 3 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices _ (Liquid terns) Flush Gutters Accumulation of solids ( Flush system is designed and operated suffi ntly to remove accumulated s s from gutters as designed. ( } emove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids i laintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6.8 inches over more than 30%of surface. --------------- - ---------- - -- -- ---- ---- -- --- Excessive Decaying- vegetation(✓}Ivtaintain vegetative control--- along banks of Vegetative Growth lagoons and other impoundment's to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. --•----------------(Dry Systems) ----- - - - - - Feeders Feed Spillage () esign,operate and maintain feed systems(e.g.. bunkers and troughs)to minimize the accumulation of decaying wastage. (KClean up spillage on a routine basis(e g.7-10 day interval during summer; 15-30 day interval during winter). Feed,Storage Accumulation of feed (),Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment(e.g.,covered bin for brewer's grain and similar high moisture grain p ucts). (),olnspect for and remove or break up accumulated solids in filter strips around feed storage as needed. An;mal Holding Accumulation of animal (/Eliminate low area that trap moisture along fences Areas wastes and feed wastage andother locations where waste accumulates and Msturbance by animals is minimal. aintain fence rows and filter strips around animal olding areas to minimize accumulations of wastes (i.e.inspect for and remove or break up accumulated solids as needed). MIC--November 11,1996 14 Dry Manure Handiing ` Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day J Systems viastes interval during summer; 15-30 days interval during winter)where manure is loaded for land application or disposal. ()Provide for adequate drainage around manure stockpiles ()Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC-- November 11, 1996 I SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production _41VNKtative or wooded buffers: (,)Recommended best management practices; Vood judgment and common sense Animal body Dirty manure ( floors __— surfaces covered animals Floor surfaces Wet manure-covered ( lotttpd floors; floors ( }Wl�erers located over slotted floors, ( )feeders at high end of solid floors; (• ),-Crape manure buildup from floors; ( ,Wnderfloor ventilation for drying Manure collect'on Urine (t46equent manure removal by flush,pit pits recharge or scrape Partial microbial ( /inderfloor ventilation decomposition Ventilation Volatile gases^ i. -iron maintenance; exhaust fans Dust ( )Efficient air movement Indoor surfaces Dust _ �( )Vashdown between groups of animals (Deed additives; {�,.)4 eeder covers; ( )poled delivery downspout extenders to `feeder covers Flush Tanks Agitation of recycled( )Flush tank covers lagoon liquid while tanks ()�xtend fill lines to near bottom of tanks are filling with anti-siphon vents Flush alleys Agitation during waste (t,�nderfloor flush with underfloor water conveyance ventilation Pit recharge Agitation of recycled()Extend recharge lines to near bottom of points lagoon liquid while pits pits with anti-siphon vents are filling Lift stations Agitation during sump ( )Sump tank covers tank filling and drawdown Outside drain Agitation during waste ( )Box Covers collection or water conveyance junction boxes End of drain Agitation during waste ( Otend discharge point of pipes pipes at lagoon water underneath lagoon liquid level Lagoon surfaces Volatile gas emissions (( toper lagoon liquid capacity Biological mixing ( }t;orrect lagoon startup procedures Agitation (-.')Minimum surface area-to-volume ratio ()Minimum agitation when pumping ( Mechanical aeration (Z)Proven biological additives Irrigation sprinkler High pressure agitation (•irrigate on dry days with little or no wind nozzles Wind draft (r)Minimum recommended operation pressure i 4ump intake near lagoon liquid surface ( Pump from second-stage lagoon AMOC--November 11,1996 ]2 Storage tank or Partial microbial ( ) ottom or midlevel loading basin surface decomposition Mixing while JTank covers filing Agitation when emptying( )Basin surface mats of solids ( roven biological additives or oxidants Settling basin Partial microbial decom- ( xtend drainpipe outlets underneath liquid surface position Mixing while filling level Agitation when emptying ( )Remove settled solids regularly Manure,slurry or Agitation when spreading ( foil injection of slurry/sludges sludge spreader Volatile gas emissions ( ) ash residual manure from spreader after use outlets (Xoven biological additives or oxidants Dead animals Carcass decomposition ( ))Prop disposition position of carcasses Dead animal Carcass decomposition (Complete covering of carcasses in burial pits disposal pits ( )Proper location/construction of disposal pits Incinerators Incomplete combustion ( ,;,;o ndary stack burners Standing water improper drainage (• Warm access road maintenance around facilities Microbial decomposition of away from facilities organic matter Manure tracked Poorly maintained access ( arm access road maintenance onto public roads roads from farm access Additional Information: Available From: Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment.EBAE128-88NCSU-BAE Swine Production Facility Manure Management:Underfioor Fluse-Lagoon Treatment 129-88NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension 1995 Conference Proceedings The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Management Practices have been reviewed with me. 13 :. Lx�1q a �� ,.. f•. „r a Sr r� -•r' z ih v.S - i• • - -. � .�:." .'Ayr':r •-. i--`�.�� ..t r _. �;.::,.;; �'i�1:; �''• Yam• ti ., is :�.r f•.: .