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HomeMy WebLinkAbout820038_Permit Renewal Application 2019_20190410I 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 180days 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 necessaly corrections below. Application must be signed and dated by the Permittee. I . Farm Number: 82-0038 Certificate Of Coverage Number: AWS820038 2. Facility Name: I Rcw" 3. Landowner's Name (same as on the Waste Management Plan): Hd3 Farms of the Carolinas LLC 4. Landowner's Mailing Address: PO Box VZJ 01 City: Elizabethtown -7qV 0 State: NC Zip: 28337-0535 Telephone Number: 910-862-UJ44Fim. E-mail: 5. Facility's Physical Address: 1154 Bill Williarns� Rd City: Turkev State: 6. County where Facility is located: Samnso 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): 10. Operator Name (OIC): Row44e-JIMM 19,1 , d.- wa":, 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Swine - Feeder to Finish Operation Tynes: NC Zip: 28393 MuMhy-Brown LLC Phone No.: 9 1 0442-4i"7t-1 -3M 641`2 Allowable Count 6,000 OIC #: jq*75-7 / " 0,Y Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses Wean to Feeder Dairy Heifer Laying Chickens Horses - Other Farrow to Finish Milk Cow Pullets Sheep - Sheep Feeder to Finish Dry Cow Turkeys Sheep - Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers -3F_CE1VED;xP,Cz, 2:,j�0141p APR 9 3 2019 walwQualk, Regionel Udon ROY COOP ER Govonor MICHAEL & REGAN Sir-creftry LINDA CULPEPPER 01orkloor NORTH CAF40LINA Environmental Quality February 27, 2019 Hd3 Farms of the Carolinas LLC C&MI PO Box 535 Elizabethtown, NC 28337-0535 Subject: Application for Renewal of Coverage for Expiring State General Permit DcaT Perinittee: Your facility is cw-rently approved for operation under one of die 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 http.s:Aeg.nc.gov/about/divisions/water-resources/water:gualil�--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 �our continued coverne under the State Non -Discharge General Permits. %ou must submit an application for permit coverage to the Division. Enclosed vou will find a "Request for Certificate of Coverage Facili[N Currenth Covered by an ExLiifin� State Non -Discharge General Permit." The wrlication form must be completed, signed and returned bN April 3. 20196 Please note that you must include one Ill eonv of the Certified Animal Waste Manamement Plan ICAWMP) with the completed and skyned aipplication form. A list of items included in the CAWMP can be found on re 2 of the renewal _p aL 012lication 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 (INV/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section Sampson County Soil and Water Conservation District AFOG Section Central Files - AWS820038 Murphy -Brown LLC Nz,tf :A�-D -a q�a ty I D ,,--I �_" MCP bi2N,Sa sbLry -St. 1 iSSSIVa ServzeZentar I Ra egtNort :a�c &27S99Li636 --l"..00— 919.7D7 2MC 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) I 19�00 cam �A,) A 6 fl() 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: I . The most recent Waste Utilization Plan (WUP), signed bv the owner and a certified technical sgecialist, - containing: a. The method by which waste is applied to the disposal fields (e.g. iff igation, 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 �VUP 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 p�erson who knowingly makes any false statement, representation, or certification in any application may be subject to civil pehaltids 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: Signature: Name - Signature: Name: Signature: Title: Date: Title: Date: Title: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewaigncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 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 incompl Note: In accordance with NC General Statutes. 143-215.6A -and _14�-215.613, I a . n� person I who knowingly makes any false statement, representation, or cirtihi6ition in any application riiiy 'b�. .sub a, to dy, il up t6 $25,000 -per violation. (18 U.S.C. t�a j! Section 1001 provides a punishment by a'firie of 'n6t ni6ie n $,16,660 "ir impnsonment o� 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: AD3 )r��s a . 1 �J�e s L _b VT 7' Signature: �glt �2� o54,_.A e: Name: Signature: Name: Signature: Title: Date: Title: Date: THE CONIPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-D"' Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 Murphy -Brown, LLC Grower(s): Farm Name: 6/25/2009 NUTRIENT UTILIZATION PLAN M Tr—p Fy-- B- r Fown", -1 L C Ga-�� county: Sampson Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish 6000 Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >1 80 days Irrigation 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 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 per Animal Total Farrow to Wean 3212 gal/yr gal/yr Farrow to Feeder 4015 gal/yr gal/yr Farrow to Finish 10585 gal/yr gal/yr Wean to Feeder 223 gal/yr gal/yr 6000 Feeder to Finish 986 gal/yr 5,916,000 gallyr Total 5,916.000 gal/yr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity Type Nitrogen Produced per Animal Total Farrow to Wean 5.4 lbs/yr lbs/yr Farrow to Feeder 6.5 lbs/yr lbs/yr Farrow to Finish 26 lbs/yr lbs/yr Wean to Feeder 0.48 lbs/yr lbs/yr 6000 Feeder to Finish 2.3 lbs/yr 13,800 lbs/ Total 13,800 lbs; 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: 89.11 Total N Required I st Year: 24055.4713 Total N Required 2nd Year: 27034.5613 Average Annual Nitrogen Requirement of Crops: 26,545.02 Total Nitrogen Produced by Farm: 13,800.00 Nitrogen Balance for Crops: (11,745.02) 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 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to IstCrop IstCrop LbsN/Ac Lbs N Total lbs N Acrea4qe Tvpe -Code Apply Yield lbs N/Unit Residual Ac Uti lized 2nd Crop Tima to 2nd Crop 2nd Crop Lbs NlAc Lbs N Total lbs N Code ARply Yield lbs N/Unit Residual lAc Utilized Total sN c 'total lbs N Utilized 3410 1A 2.46 Norfolk 8 MBrch-Sept 6.5 43.25 281.125 691.5675 K Serl-AL61 1 50 50 123 331.12 814.5675 2A 4.05 Norfolk B Mavuh-Sept 6.5 43.25 281.125 113U56 K Sept -April 1 50 50 .. 9Q2 5 5 1 331 195 13410561 213 6.32 Norfolk B March -Sept 6.5 43.25 281.125 1776.71 K Sept -April 1 50 50 316 331.125 2092-71 1 2C 1.69 Norfolk B March -Sept 6.5 43.25 281.125 475.1013 ' K -Sept-AF)HI 1 50 50 84.5 331.125 559.60131 2D 4.41 Norfolk B Mafrh-Swt 6.5 43.25 281.125 1239.761 K SeEt -Aeril 1 50 50 220.5 - 331.125 1460.261 48 3.75 Wagram 5 Nlamh-Se 1 5.5 43.25 1 237.875 892.0313 K Sop[-Apdl 1 50 60 18- 7.5 287.875 1079.5311 4C 3.78 Waqram B I March -se t 5.5 43.25 237.875 899.1675 1-K Sept -April 1 50 1- 1 50 189 287.875 1088.168 4D 237 Wagram B March -Sept 5.5 1 43.22-5 237.875 563.7638 K SeLX-April 1 50 50 118.5 _Z87 8-75 692�2 8 31 4E 4.4 Wagram B Marcti-Sept 5.5 1 43.2,5_ 237.875 1046.65 K Sepl-62ril 1 50 - 50 220 287.875 1266.65 5A 5.43 Norfolk a March -Sept 6.5 43.25 i 281.125 1526.509 K Sep; -April 1 50 50 271.5 33-1-.125 1798.009 5B 4.62 Norfolk B March -Se t 6.5 43.25 281.125 1298.798 K Sept-Aoril 1 50 50 231 331.125 1529.798 - 5C 3.67 Norfolk 6 March -Sept 6.5 43.25 281.125 1031.729 K Seot-April 1 50 50 183.5 331.125 1215.229 12412 1 2.83 Norfolk 0 Julie -Sept 42.0 4 168 475.44 0 0 168 47-5.44 - 2 9.57 Norfolk 0 June-Sgi 42.0 4 168 1607.76 0 0 168 1607.76 3 10.71 Norfolk 0 June -Sept 42.0 4 168 1799.28 0 0 1799.28 5 5.33 Norfolk 0 jul�e-sept 42.0 4 168 895.44 0 0 895.44 3410 SUB2 7.07 Norfolk 8 1 M a rch-Sept 6.5 43.25 281.125 1987.554 K Sept-Aprlj 1 50 3T3.5 331161825 2341.054 SUB4 4.47 Wmzram 8 March -Sept 5.5 43.25 237.875 1063.301 K S�L-April 1 60 50 223.5 287.875 1286.801 - SUB5 2.18 Norfolk B Mafch-PeLl 6.5 43.25 281.125 612.85251 K Sept-Aprill 1 50 50 109 331.125 M.8525 Totals: 89.11 21021.97 3033.5 24055.471 3(a) of 8 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1stCrop IstCrop LbsN/Ac Lbs N Total Ibs N - - --T- Acreage Type Code Apply Yield lbs NiUnIt Residual /Ac Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs NfAr Lbs N Tow lbs N Cod e Anplv Yield lbs NIUnit Residual lAc Utilized Total Lbs NJAc T. s N Utilized 3410 1A 2,46 Norfolk B March -Sept 6.5 43.26 281.125 691.5675 K Se t-April 1 50 5-0 123 331.125- 814-5675 2A 4.05 Norfolk 8 March -Sep 6.5 43.25 281.125 1138.556 K Sept -April 1 50- 50 202.5 1 331.125 1341.0561 28 6.32 Norfolk B March -Sept 6.5 43.25 281.125 1776.71 K Sepl-April 1 50 50 316 331.125 2092.71 2C 1.69 Norfolk 8 March -Sept 6.5 43.25 _ 281.125 475.1013 K serl�Arjril 1 50 50 84.5 - 731.125 559.6013 2D 4.41 Nodo-1k B March -Sept 6.6 43.25 281.125 1239.761 K Sel�-April 1 - 50 50 220.5 331.125 1460.261 4B 3.75 Wagram B March -Sept 5.6 43.26 1 237.875 892.0313 K SeDt-Aoril 1 so 50 187.5 287.875 1079.531 4C 3.78 1 Waqram B Masch-Sept 5.5 43.25 1 237.875 899.1675 K Sept -April 1 50 - ------ 50 189 287.875 10W 168 41) 2.37 Watiram B %lwch-sept 5.5 43.25 1 237.875 563.7638 K Sept --April 1 50 50 118.5 287,075 682,263� 4E 4.4 wanrem 8 Nlarch:Sept 5.5 43.25 237.875 1046.65 K Sept -April 1 50 50 220 -i,97 -875 1266 65 5A 5.43 Norfolk B M--,itch-Sept 6.5 43.25 281.125 1526.509 K Sept -April 1 50 50 271.5 331.126 1798.009 5B 4.62 Norfolk B March -Sept 6.5 43.25 281.125 1298.798 K SOP[-Apdl I so 50 231 331.125 1529.798 5C 3.67 Norfolk B Mardj-_� 6,5 43.25 281.125 1031.729 K Sept -April 1 50 50 183.5 '�3 1.125 1216.229 12412 1 2.83 Norfolk D F015-Jum 115.0 1.26 15 128.75 364-3625 N SmA-ADril 60 - 2.4 144 407. 52 272-75 771.8825 2 9.67 Norfolk D Feb]5-June 1110 1.25 is 128,75. 1232.138 N Sept -April 60 2.4 144 1378.08 272.75 2610.218 3 10.71 1 Norfolk D Web`15-Juno 115,0 1.25 is 128.75 1378.913 N! Seol-April 60 2.4 144 1542.24 272.75 26.21.153 5 5.33 Norfolk D FeW-June 115.0 1 1.26 15 128.75 686.2375 N Sepl-April 60 2.4 144 767.52 272.75 1453.758 3410 SUB2 7.07 Norfolk Norfolk B Mar h-Sept 6.5 43.25 1 281.125 1987.554 K Sept -April 1 90 50 1�153!1 331.125 23411.0�5�fl SUB4 4.47 W B Ma h Sept 5.5 43.25 237.875 1063.301 K Sapt-A ,pril 1 50 50-- 287.875 1286.8011 SUB5 2.18 Norfolk Norfolk B March -Sept 6.5 43.25 281.125 612.8525 K Sept -April 1 50 Sn 109 331.126 721-13525 L Totals:_ 89.11 19905.7 712&86 7034,56 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 but 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. Bermuclagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop A Barley B Hybrid Bermudagrass - Grazed C Hybrid Bermudagrass - Hay D Corn - Grain E Corn - Silage F Cotton G Fescue - Grazed H Fescue - Hay I Oats J Rye K Small Grain - Grazed L Small Grain - Hay M Grain Sorghum N Wheat 0 Soybean P Pine Trees Lbs N utilized / unit yield 1.6 lbs N bushel 50 lbs N ton 50 lbs N ton 1.25 lbs N / bushel 12 lbs N / ton 0.12 lbs N / lbs lint 50 lbs N ton 50 lbs N ton 1.3 lbs N bushel 2.4 lbs N I bushel 50 lbs N acre 50 lbs N acre 2.5 lbs N cwt 2.4 lbs N bushel 4.0 lbs N bushel 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. 4 of 8 0-MM SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/yr/animal Farm Totaltyr Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 6000 Feeder to Finish 0.36 2160 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 2160 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 10800 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 36 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 86.4 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 3410 1A Norfolk B 0.5 1 2A Norfolk B 0.5 1 2B Norfolk B 0.5 1 2C Norfolk B 0.5 1 2D Norfolk B 0.5 1 4B Wagram B 0.6 1 4B Wagrarn B 0.6 1 4C Wagram B 0.6 1 4E Wagram B 0.6 1 5A Norfolk B 0.5 1 5B Norfolk B 0.5 1 5C Norfolk B 0.5 1 12412 1 Norfolk 0 0.5 1 2 Norfolk 0 0.5 3 Norfolk 0 0.5 5 Norfolk 0 0.5 3410 SUB2 Norfolk B 0.5 SUB4 Wagram B 0.6 SUB5 Norfolk B 0.5 6 of 8 Additional Comments: The rfitrogen rate used for bermuda pasture in this plan represents a graze/h2y combination. Grower must harvest at least half of the yield for hay each year. Application on Tract 12412 and all sub fields will be made with the aerw@�. -- The acreage and crops listed on this land are optional for PAN balance on this farm. Producer may plant millet in row crop rotation at the following rates: 275 (H) or 206 (G). Remember to deduct 15 Ibs. for residual N if millet is following beans. 7 of 8 NAME OF FARM: -- 0111,L j?tqff *-2 —�?P' OWNER / MANAGER AGREEMENT I (we)'understand and will follow and implerpent the specifications and the operation and maintenance precedures estalished in the approved'animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of,the waste treatment and/of storage system or construction of new facilities will require a - now utilization plan and a new certification to be submitted to DEM before the new animals are stocked. I (we) understand that I must own or have acces to equipment, primarily Irrigation equipment, tol�ind apply the animalwaste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF E42- HD3 Farms SIGNATU E. _----_DATE: 3 --�t —114 NAME OF MANAGER (if different from owner): please print SIGNATURE. DATE: NAME OF TECHNICAL SPECIALIST: Curtis Barwick AFFILIATION: Barwick Ag Services ADDRESS (AGENCY): 103 Country Club Circle Clinton, NC 28328 SIGNATURE:-4�= DATE: L�L-/y Page 9 Of 9 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: C&M1 Owner: Murphy -Brown, LLC Manager: Owner/Manager Agreement: I/we understand and Will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to 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: Signature: -Murphy-Brown, LLC Name of Manager (if different from owner): Signature: Date 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: Date 8 of 8 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 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 apolication, recievino cron tyr)e, 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). Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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: 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. '1- 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or.wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from W2shdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. APR 0-8 2019 WeWQUa1%7 2 of 3 sedan 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. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 3 of 3 elk uA W 0 ol J7, 0 eO S� L to' or & P —Np 25- N4, -,,V Z K-1 t* 'qh .7. - 01� P! r;n . z 3z IS Fr. & A % ZZL44, _7i N + '4,%. =rip —6— J, At LA I P., zt R. ON IT Ze M .4 V zEi S. id, X k\'�t --.� . %1'..7.*,-�, .3 Pqp .4 "T -it '4P. e,'� 17- e�4 NN `4s x d, 44 J. 70. o�'--. 6. f L4;- P IL 0Y k I'T- < 211 -7 4.1 A 72 T rs 'Ck CARROLL'S FOODS, INC. WARSAW, NC 28398 Ict. -4vi N, Location - Engineer: Owner: 0- A9 POLL.!-S v, *!,Z., j�. B001 191400 Scale: 0()19102094 21 - 41 71 1' r i 01� _ Jo - - 01 Ir /10 .et- VFW — low Source Cause BMPs to Minimize 0(16r End of drainpipes at 0 Agitation duri�ng wastewater 13 Extend discharge point of pipes underneath lagoon conveyance lagoon liquid level Lagoon surfaces 0 Volatile gas emissions; Proper lagoon liquid capacity; Biological mixing; 0 Correct lagoon startup procedures; Agitation El""Minimum surface areaLto-volunle ratio; CAlinimum agitation when,purnping; Ell Mechanical aeration; 0 Proven biological additives Irrigation sprinkler 0 1 ligh pressure agitation; 0 Irrigate on dry days with little or no wind; noz2Jes 0 Wind drift Ek""Minimum recommended operating pressure; U' z Pump intake near lagoon li(]Llid surface; 0 Pump from second -stage lagoon Storage tank or basin 9 Partial microbial decomposition; 13 Bottomormidlevel loading; surface 0 Mixing while filling; C1 Tank covers; Agitation when emptying El Basin surface nlaLS of solids; C3 Proven biological additives or oxidants Settling basin surface Partial microbial decomposition; 0 Extend drainpipe Outlets Underneath liquid Mixing while filling; level; Agitation when emptying C1 Remove settled solids regularly Manure, slurry or sludge 9 Agitation when spreading; 13 Soil injection of slurry/sludges; spreader outlets & Volatile gas emissions 0 . Wash residual manure from spreader after use; 0 Proven biological additives or oxidants Uncovered Manure, 0 Volatile gas emissions while 0 Soil injection of slurry/sludges slurry or sludge on field drying 0 Soil incorporation within 48 lirs.; surfaces CI Spread in thin uniform layers for rapid drying; 0 Proven biological additives or oxidants Dead animals Carcass decomposition 91-lProper disposition of carcasses Dead animal disposal Carcass decomposdion pits Incinerators Incomplete conibustioll I— AN�_ - Novvniber 11, 1996, Page 4 • Complete covering of carcasses in burial pits; • Proper IOCa1iO1l/C01lS1FUCti Oil ol'disposal pits El Secondary stack burners 1300119140054 C00107021354 r Source Cause BMPs to Minimize Odor Standing water around 8 Improper drainage; 19 Grade and landscape such that water drains facilities 4 Microbial decomposition of away from facilities organic matter Manure tracked onto 1'001-ly Maintained access roads 19" Fann access road maintenance public roads from farni access Additional Inforniation : Swine Manure Management ; 0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-89 Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE I 0j-83 Calibration of Maraire and Wastewater Application Equipment ; EBAE Fact Sheet Controlli ng Odors from Swine Buildings ; P11-1-33 Environmental Assurance Program ; NPPC Manual Options for Managing Odor ; a report from the Swine Odor Task Force Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings AN-10C - Novumber 11, 1996, ['age 5 Available Fronj ; NCSIJ, County Extension Center NCSU - BAE NCSU - BAE NCSU - BAE NCSU-BAE NCSU - BAE NCSU - Swine Extension NC Pork Producers Assoc NCSU Agri Communications Florida Cooperative Extension B00119140055 C00107021355 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Liquid Systems Flush Gutters Accumulation of solids 0 Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. C3 Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids 0 Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize die crusting of solids to a depth of no more than 6 - 8 inches over more than 30% of surflace. Excessive Vegetative Decaying vegetation M---i�ain—tain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundmerift perimeter. Dry Systems (3 Design, operate and maintain feed systems (e.g., Feeders Feed Spillage bunkers and troughs) to minimize die accumulation of decaying wastage. [I Clean up spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter). eed Storage Accumulations of feed residues 13 Reduce moisture accumulation witfiin and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and sirnilar high moisture grain products). 0 inspect for and remove or break tip accumulated solids in filter strips around feed storage as needed. tim M B00119140052 AN/' - - November 11, 1996, Page I C00107021356 Swine Farm Waste Management Odor Control Checklist BMps to Minlinize Odor Source Cause Farnistead Swine production Vegetative or wooded buffers; R"" Recommended best management practices; 61" Good judgment and commol, sense Animal body surfaces Dirty manurc-covercd animals Dry floors -_ - loor surfaces Wei manure -covered floors r"'-SloLted floors; 0,*'� Waterers located over slotted floors; CI Feeders at high end of solid floors; W Scrape manure buildup from floors; 0 Underfloor ventilation for drying n pits 0 Uline; a- Frequent nianure removal by flush, pit recharge, o Partial microbial decomposition or scrape; El Underfloor ventilation Ventilation exhaust fans 9 Volatile gases; 9 Fan maintenance; Dust fll'�Efficient air movement Indoor surfaces a Dust Flush tanks Agitation of recycled lagoon liquid while tanks are filling Flush alleys Agitation during wastewater conveyance Pit recharge points 0 Agitation of recycled lagoon liquid wiffle pits are filling ift stations a Agitation during sump tank filling and drawdown or junction boxes conveyance I Waslidown between groups of animals; 0 Feed additives; [3 Feeder covers; W Feed delivery downspout extenders to feeder covers 11 Flusli lank covers; 0 Extend fill lines to near bottom of tanks with aliti-siplion venis 0 Underfloor flush with underfloor ventilation I Extend recharge lines to near boltom of pits with anti-siplion velits 0 Sunip tank covers 0 Box covers C00107021353 AMOC -November 11, 1996, Page 3 B001 19140053 9�-3 8 EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910) 433-3300 EMERGENCY MANAGEMENT SERVICES (EMS) f910) 592-8996 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (919) 592-7963 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (919) 592-7963 COOPERATIVE EXTENSION SERVICE (CES) f919) 592-7161 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: 8) 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 CM01 all seepage, put in a submersible [.)LIMP, and pump back to lagoon. b) If holes are caused by burrowing animals, trap or ren-i(jvu animals and fill holes and compact with a clay type soil. C) Have a professional evaluate the condition of the sid(I vnlls and the lagoon bottom as soon as possible. 12/5/2007 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 bffice for advice / technical assistance phone number. 4. If none of the above works call 911 or the Sheriff's Department and explain your problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: Murphy Brown, LLC b. Contractors Address: P.O. Box 856, Warsaw. NC 28398 c . Contractors Phone: (910)293-3434 Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Kraiq Westerbeek b. Phone: (910) 293 - 5330 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. 12!5/2007 Version —November 26, 2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primaty versus secondaly 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 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 D F� 13B .0200. I'V21 F] Rendering at a rendering plant licensed under G.S. 106-168.7. F] _47 Complete incineration according to- 02 NCAC 52C .0 102. 1/�l 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 anda Permit is required from NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). Any method which, in the professional opinionibf the State Veterinarian, would.make possible E] D 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- RECEIVEDR 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. APR 0 3 2019 - 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�clone in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. 0 Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). 0 In the event of imminent threat of a disease emergency, the, State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of Farm Owner/Manager Date en:�" �ZLZ 3 — �--U —� �, — Signature of Technical Specialist Date (3rower: CANOM41 Designed By: JCS Address: PO BOX 856 Checked By: DSE Warsaw, NC 28398 Date: 11/02/11 County: SAMPSON Sheet 1 of 7 FARM INFORMATION Farm Population: Nursery: ------------------- 0 Wean to Finish: ------------------- 0 Finishing: ------------------- 6000 Hd. Farrow to weanfing: ------------------- 0 Farrow to feeder; ------------------- 0 Farrow to finish: ----- ------------- 0 Boars: ------------------- 0 Storage Period: ------------------- 180 Days 25 Yr. / 24 Hr Storm Event — ----------------- 7.0 In. "Heavy Rain" Factor 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 Was This Design Built Prior to Sept. 1996? (Y/N) ------------ Y Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------ N Seasonal High Water Table Elev: ------------------- 0.00 Freeboard: ------------------- 1.0 Ft. Emergency Spillway Flow Depth: Side Slopes: ------------------- 3 :1 (H:V) 0.0 0.0 Top of Dike Elevation: ---------------- Depth 97.93 Ft. Finished Bottom Elevation: ---------------- 12.93 Ft. 85.00 Ft. Start Pump Elevation: ---------------- 19.2 In. 96.33 Ft. Stop Pump Elevation: ---------------- 48 In. 93.93 Ft. LAUQMMOLUME REQUIRED VOL, DESIGN VOLUMES Y-q REQ-113. Storm Star= 114586 (Cu.Ft.) 115,977 (Cu.Ft.) 101.21% TemporM = 312393 (Cu.Ft.) 443,829 (Cu.Ft.) 142.07% Permanent = 810000 (Cu.Ft.) 1,324,898 (Cu.Ft.) 163.57% Total Volume = 1,236,979 (Cu.Ft.) 1,884,704 (Cu.Ft.) 152-36% 1/2 Treatment Volume = 405,000 (Cu.Ft.) 112 Treatment Volume Elevation 91.54 Ft. 90 Temporary Storage Volume Elevation 95.21 Ft. Min. Required Liner Thickness --- Lagoon Surface Area: (inside TOD) --- 76.63 In. 32.68 In. 1.9 Ft. 196,433 S.F. �Y. lj%� � �Wd'r'e s s: PO BOX 856 Checked By: DSE Warsaw, NC 28398 Date: 11/02/11 County: SAMPSON Sheet 2 of 7 1 -i� �k* �-, �--Icriizlfj 0" LAGOON STAGE -AREA VOLUMES Contour Elevation ET-1 Area (SF) Incr, Vol, (Cu. IFT) Curnul. Vol. (Cu. FT) 85.00 83,878 63,990 86.00 100,337 92,108 156,098 87.00 117,094 108,716 264,813 88.00 133,014 125,054 389,867 89.00 143,914 138,464 528,331 90.00 151,813 147,864 676,195 91.00 159,008 155,411 831,605 92.00 165,479 162,244 993,849 93.00 171,659 168,569 1,162,418 94.00 177,762 174,711 1,337,128 95.00 183,853 180,808 1,517,936 96.00 190,156 187,005 1,704,940 97.00 196,433 193,295 1,898,235 98.00 186,150 191,292 2,089,526 These volumes were calculated using the vertical average end area method. TOTAL REOD VOL 1,236,979 CF CUMULATIVE VOL. ZONE VOL. 152.36% END PUMP = = = = 93.93 FT 1,324,898 CIF TR-MT 1,324,898 163.57% START PUMP = =: 96.33 FT 1,768,727 CIF TEMP 443,829 142.07% MAX STORAGE = 96.93 FT 1,884,704 CIF STORM 115,977 101.21% Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 (QIO) 293-3434 Grower: C AND M #1 Designed By: JCB Address: PO BOX 856 Checked By: DSE Warsaw, NC 28398 Date: 11/02111 County: SAMPSON Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATION Permanent Storage: Required Treatment Volume: Animal Type Capacity ALW (cu.ft.Ab) Total� Nursery 0 1 30 1.00 0 Wean to Finish 0 115 1.00 0 Finishing 6,000 135 1.00 810,000 Farrow to weanling 0 433 1.00 0 Farrow to feeder 0 522 1.00. 0 Farrow to finish 01 1,417 1.00 [_ 0 Boars 01 400 1.001 0 i otai mequirea i reatment vojume (cu. 81U,000 Sludge Storage Volume: jAnimal Type Capacity ALW (cu.ft.�b) Nursery 0 so 0.00 0 Wean to Finish 0 115 0.00 0 Finishing 6,000 135 0.00 0 Farrow to weanling 0 433 0.06 0 Farrow to feeder 0 522, 0,00, 0, Farrow to finish 0 1,4171 �.0O Boars 0 0.0001 0 Total Hequirea sivage storage voiume (cu. tt.)= Temporary Sloraga-VQ11ume: Manure Production: U .Animal Type Capacity Sto. Period J./day) = Tota; Nursery 0 180 0.30 0 Wean to Finish 0 180 1.17 0 Finishing 6,000 180 1.37 1,479,600 Farrow to weanling 0 1801 4.39 0 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 160 14.38 0 Boars 0 18o � 4.06 0 Total Manure Production (gals-)= Total Manure Production (cu.ft.)= Excess Fresh Water: 1,479,600 197,807 Animal Type CapaoTty' Mo. Period J.rday I otal Nursery 0 180 0.00 0 Wean to Finish 0 180 0.00 0 Finishing 6,000 180 0.00 0 Farrow to weanling 0 180 0.00 0 Farrow to feeder 1 0 180 0.00 0 Farrow to finish 1 0 180 0.00 0] Boars 0 180 0.001 0 Total Fresh Water hxcess (gals.)= Total Fresh Water Excess (cu.ft.)= U 0 Grower: CANDM#1 Designed By: JCB Address: PO BOX 856 Checked By: DSE Warsaw, NC 28398 Date: 11/02/11 County: SAMPSON Sheet 4 of 7 Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (196433 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 114,586 Storm Storage: Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft. Vol.= (196433sq.ft + Osq.ft.) * 7.Oin, /12in./ft. Total Required Volume for 26YrJ24Hr. Storm Event (cu.ft)= 114,6e6 "Heavy Rain" Storage: Vol.=(Lagoon Surf. Area + Addfl Drainage Area) * �Heavy Rain" Factor (in) / 121n.1ft- Volm (196433 sq.ft + 0 sq.ft.) * 0.0 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 0 0 Total Required Storm Storage (25Yr. / 24Hr. Storm +'Heavy Rain')= Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) Total Required Permanent Storage (Treatment + Sludge) TOTAL REQUIRED VOLUME = 1236979 (CU.FT.) W 114,586 (CU.FT) 312,393 (CUYT) 810,000 (CU.FT) Grower: CANDM#1 Designed By: JCB Address: PO BOX 856 Checked By: DSE Warsaw, NC 28398 Date: 11/02/11 County: SAMPSON Sheet 5 of 7 1 Top of Dike Elevation ------------------- 97.93 FT. Emergency Spillway Crest Elevation ------------------- Not Al Applicable Top of 25Yr. / 24Hr. Storm Storage ------------------- 96.93 FT. Top of gl-leavy Rain" Storage ------------------- Not Applicable Start Pump Elevation ................... 96.33 FT. End Pump Elevation ------------------- 93.93 FT. Top of Sludge Storage ------------------- Not Applicable Seasonal High Watertable Elev. ------------------- 0.00 Finished Bottom Elevation ................... 85.00 FT. Inside Top Length ................... Not Applicable Inside Top Width ------------------- Not Applicable Side Slopes ------------------- 3:1 H:V Lagoon Surface Area ................... 196,433 SF Min. Liner Thickness (if required) ------------------- 1.9 FT. Freeboard Depth ------------------- 1.00 FT, Temporary Storage Period ------------------- 180 Days TOTAL DESIGN VOLUME = 1884704 (CUYT.) Zone Depths% Treatment / Sludge Storage Zone Depth ----------- 8.9 FT. Temporary Storage Zone Depth ----------- 2.4 FT. Freeboard / Storm Storage Zone Depth ----------- 1.6 FT. Total Lagoon Depth ........... 12.9 FT Grower: CANDM#1 Address: PO BOX 856 Warsaw, NC 28398 Countv: SAMPSON STRT PMP EL.= 96.33 END PMP EL. = 93.93 Murphy -Brown, LLC uesigneita3 Checke(DSE Date: 11/02/11 Sheet 6 of 7 ZONE ELEVATIONS TOP OF DIKE ELEV = 97-93 TOP OF STORM ELEV = 96.93 TOP OF -TEMP STORAGE ELEV = 96-33 TOP OF TREAT ELEV = 93.93 SHWT 0.00 FINISHED BOTTOM ELEV = 85.00 P.O. Box 856, Warsaw NC 28398 t.qin).PAq-.q&q,a Grower: CANDM#1 Designed By: JCB Address: PO 13OX 856 Checked By: DSE Warsaw, NC 28398 Date: 11/02/11 County: SAMPSON Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the United States Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway is not required. 011�' SEAL 023994 NOTE: See attached Waste Utilization Plan DESIGNED., DATE: COMMENTS: —The lagoon has been designed as an irregular shape, — This design Is update of start and stop pump elevations and to show the 1/2— treatment volume level for sludge storage. This design does not supercede the original certification of the farm. Murnhv­Brown. LLC Ennineefina 856. Warsaw NC 28398 (910) 293-3434 R tOR91,011 OPERATION & MAINTENANCE PLAN .".-c. Amanagement should be a year-round priority, It is es all POCI '�c 'evels so that you do not have problems during extended rainy and Penods. I stofap ��apacity should 'be available in the lagoon for periods when the Eeceivirl'g crop i-�_ 6-armant (such zs wintertime for bermudigrass) or when there are ex'ondOd raGy such as the thunderstorm season in the summertime, This means dha; at t.he jl�jr - -" L,,1g,­,s o-17plant growth in the later winter/early spring, ir7igation =ording to n I pl should be done whenever t' 4UM the land is dry enough to w r e a a,"' m e"oa v receive ble in the lagoon f6r future wet r/ iy f �l elgo $hold penicd, �,n �h' u th, a ng b i 5 mm 0 J1 e pumped down to the low �z 0 1 w fo win r sto a e. E ery v t to m,.n, I effort should be made to t z�� c se the Imurn liquid eye as 0 m4intaink �'h� ong as the weather and waste utilization plan wil.' allow it. Waiting until tl.-- lagoon has reached its maximum storage capacity before starting to does nc--leaver m for storing excess water during extended wet periods. ale 100 rflo frorr. '.'Ie lagoon for any reason except a 25-year, 24-hour storm is a violation of w state law and s,,:�,-,Ject to penalty action, The routine of a lagoon involves the following-, ' �,Iaintenance of a vegetative cover for the dam, .-��escue or common bermudagrass are the most common vegetative Covers,, The vegetation should be fertilized each year, if needed, to maintain a vigorous swd, The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain ,, soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10- 10- 10, or Brush and trees on the embankment must be controlled, This may be done by mowing, spraying, gruing, chopping, or a combination of inese practices, This should be done at least once a year and possibly twice in yews that weather conditions are favorable for heavy vegetative growth, NOTE: ILh* vegeation is controlled by spraying, the herbicide must not be allowed to enter thz; lagoon watel'. 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, Rvycling Pipos, and Overflow Pipes --- look for-, 1. separation of joints 2. rwacks or breaks 3. a"urnulation of salts or minerals 4. Qverall condition of pipes surface --- look for, u ndesir-able vegetative VQwth Loating or lodged debris .�,,Mbankment­iook for: settlement, cracking, or "jug" holes side slope stability ---slumps or bulges wet or darnp areas on the back slope erosion due"to lack of vegetation or as a result of wave action rodent damnage !AgOC1P!Z AT,' '�v 77)e subject to liner damage due to wave action caused by strong ;:a, ^;;�s can erode tltie lagoon sidewalls, thereby weakening the lagoon dam, 9"C %­;;,,,,etation will reduce the potential damage caused by wave action. If sericus damage to a lagoon sidewall, baffles in the lagoon may be VS10A to t'no wave impacts, could Alead to erosion and weakening of the dam. If your lagoon has f �'P Pe h de and a:',Y Q` -se you should czll an appropriate ex rt familiar wit sign �s lt,� C � ` ct ste laaoons. You may need to provide a temporary fix if there is a threat However, a permanent so ution Id be v ew by the I Shou re 1 ed ,=hnical expe;-:, Any digging into a lagoon dam with heavy equipment is a serious -n�otentiaily s_-n'Lous consequences and should not be conducted unless mpnded lb V "ar appropriate te.chnical expert, I Pu mps---Check for proper operation of: Fe�yclin& pumps irrigation pumps foz'4ea�z, '005".. fittings, and overall pump operation, An unusually loud or ;rinding A Of a 'gaia E. mgo:int of vibration, may indicate that the pump is in need or repeur or ,�%Fr 'Purn-piag �Ystems should be inspected and operated frequently enough so that you 3X� no� compiCP,!,v "surprised" by equipment failure. You should perform your pumping system rn=teinanvg� at a time w�en your lagoon is at its low level, This will allow some safety time sho:.,ld imajor repairs be required. Having a nearly full lagoon is not the time to think about sw4ching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor'5 'Aagoon is full also. You should consider mainta.ining an inventory of spare parts or pump,,,, .Su; —,,'a -.a water diversion features are designed to carry all surface ,..rainage waters (such as ralnfU runoff, roof drainage, gutter outlets, az,d parking lot runoff) away from, your lagoon and other waste ,,eatment or storage structures, The only water that should be 1c.orniing 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, I , adNuatc vegetation 2. diversion capacity 3. ridge berm height s._,Ou,1'd b e corrected promptly. It is advisable to inspect your system .')MJM;A" V�` ;.M", follow,"Ig a heavy rain. If technical assistance is n to J A eeded &ui-,;tions. Consult with appropriate experts, ho lagoon just prior to when rain is predicted, and then ;.,;zozd tlie 4 t 6 hours after the rain (assumes there is no pumpin?). This will g�L 60 a give you an iidi�z_ '-'�f -now MuGri Vour lagoon level will rise with a certain rain 0 amount ;.-g1cording yo�r rainfall for this to work). Knowing this should help in :�pplications and storage, If your la oon rises excessively, you may - a _,',3 z - P1 flc'�; PM'�'Om from a surface water diversion or there may be swpage into the )4'0011 frOW. t�e 5u,—ounding land, Lagoon Startup-, _e-_41ately after construction establish a complete sod cover on bare soil �­­S avoid -erosion. lagoon design treatment volume at least h&lf full of water before vasZ�� loading begins, takng care not to erode lining or bank slopes. _Ira�z-�,iw,s into thea :agoon should have a flexible pipe extender on the oA me pipe to discharge near the bottom of the lagoon during initial T-nig or another means of slowing the incoming water to avoid erosion of possible, begin loading new lagoons in the spring to maximize 4a��'Larizl establish.ment (due to warmer weather). that a new lagoon be seeded with sludge from a healthy -C k�-6g swine Aagoon in the amount of 0.25 percent of the full lagoon ill volume, , his seeding should occour at least two weeks prior to the of wastewater. .,411a;Jiz-it�.in a periodic check on the lagoon liquid pH. If the pH falls below add agriculturad lime at the rate of I pound per 1 DOO cubic feet of *iquid volume until the pH rises above 7.0. Optimum lagoon liquid .zq,'o—cn zldz '3 between 7.5 and SA -.ark golor, lack of bubbling, and excessive odor signals inadequate .=iog,ical activity, Consultation with a technical specialist is recommended --h-s- -oriditions occur for prolonged periods, especially during the warm I _'Idl- �- . _,' - CA.! - 'Thle. more frec.,�en'Jly and regularly that wastewater is added to a lagoon, the better the lavon will Flush systems that wish waste into the lagoon several times daily are owdmurn for ^.rmtment, Pit rvharg� systerns, in which one or more buildings are drained End rechargc4 �ach day, al;Q wQrk well, MIA 91,48 em O.-pt., ��. 4 c6 Wate' conservation ---minimize building water usage and ­a.7,e, from ;'eaking waterars, broken pipes o6nd Washdown through C.Fc­7 Mai-rlt -&Tice and water conservation. WaStage and spillage by keeping f�eders adjusted, This t;�e amount of solids entering the lagoon n -_,:.n�ain iagoor. liquid level betwftn the Permanent Storage level and "MDC� -Y S'�Orag8 level. mzxkers or stakes on the lagoon bank to Show the Um ",C,-u;-; 'evel and the maximum liquid lever (Figure 2-1), T i�-.igating at the earliest possible date in the spring based on requi:emftnts and 50il moisture so that tempor storage ary im 'mized for the summer thunderstorm season, Simil ly, ar O-t- J "r.. t e Ive summer/early fall to provide maximurn lagoon th 4 . C for the W`nter. �'agc)on liqufd level should never be closer than I foot to the lowest ca-mi or embankment, nump the lagoon liquid level lower that the permanent storage "'A.ess you are removing sludge. ficat punip intakes approximately 18 inches underneath the liquid iL vd as fax away from the drainpipe inlets as possible. - enz additiors of bedding materWs, long-stemmed forage or vegetation, feed. piastic syringes, or other foreign materWs into the lagoon. remove solids from catch basins at end of confinement houses or -eve', er 'hey a -re, installed, strict vegetation, rodent, and varmint control near lagoon edges. allow tr��es or large bushes to grow on lagoon dam or embankment. sludge 'APIrom the lagoon either when the sludge storage capacity is cr before it flills 50 percent of the permanent storage volume, product�cn is to be terminated, the owner is responsible for ind implementing a closure plan to eliminate the possibility of a -;tzm dischaie. Sv",Udga, 'AOIeM5v;iI" Rate of sl_�ge buildup can be reduced by: '7N separation of flushed waste, "!Zj Of lushed waste solids in an appropriately designed basin, or .... .. 7'!Z­-,9_ le';z7,c' wastage and spillage. - A _-,71-oved Eminua ly rather th stor 10 g term will: 1 an ed n to properly use the nutrients. Al nonn Trp*,�I.Cator. SI-1:0P and lagoon liquid with a chopper -agitator impeller large -bore sprinkler irrigation System onto nearby cropland; par"t of lagoon by irrigation onto neuby cropland or iing shadgc; Pump into liquid sludge applicator; haul 7_­M_Z: 0!_tc Cropand or forageland; and Soil incorporate, -Ipper part of lagoon by irrigation onto nearby cropland or 2,nd: dredge sludge from lagoon with dragline or sludge barge; berm oes, Izgocri to receive the sludge so that liquids can drain back udge to dewater; haul and spread with manure spreader --caland or forageland; and soil incorporate, c:- ",,t ­,�-od, you -must have the sludge material analyzed for waste 7 wc-,;Id -,;o,.,r lagoon water, The sludge will contain different frcim the Iliquid, The application of the sludge to fields will be as as any previous waste applications to that field and crop rates will be discussed in detail in Chapter 3, you m-_!st also pay attention to the liner to prevent damage. Close or drag-hnee operator will ensure that the lag n liner rem ns 00 ai YQU mateilad or the synthetic liner material being disturbed, you should and not resume until you are sure that the sludge can be U 'he liner is damaged it must be repaired as soon as mr,.cvr�r --he �agcxn has a much higher phosphorus and heavy metal content -old probably be applied to land with low phosphorus than liquid.. 0; 1h s it sho -.�Icated ':V a so", test 1� , and inoorporated to roduce the chance of x "ge 's applied to fields with very high soil -test phosphores, it .1e slua - . -a' a! to the crop removal of phosphorus. As with other wastes, Lways '-a,-. -�cur lago-on sludge analyzed for its nutrient value, The ap 1, 1 , plicatior s,,udge will increase the amount of odor at the waste application site. Bx= parecautIon. li`�,01"-Id- be used to. observe the wind direction and other conditions which 4 could �n."Aease �.'Ulloerllrl 0. 'ghbors. I nei "lure %agoon Fa'A 11 "-MmIL-ined discharge Of wastewater from the structure. Types L',gh- the bottom or sides, overtopping, and breach of the of failures dn-o' dam. Assura,',- �v wdiesig,- and construction, the owner has the responsibility for Q�nsu.�ng stn'- iter-,-s which may lead to lagoon failures include: �14* lagoon structure --- an example is the placement of a pipe damn w:thout proper design and construction. (Consult An expert in A Cesign before placing any pipes in dams,) -'evels --- high levels are a safety risk, *0 MS;= and mainWri the dam, Su. -face water flowing into the lagoon. from inlet pipe scouring, damage during sludge 0r r�'P�"rO :^rOm 10w0ring lagoon liquid lCycl below groundwater �NOT B: If msco:-, -,vatwr is aiiowed to overtop the dam, the moving water will soon cause gufflies to for"- dam, Once this damage starts, it can quickly cause a large discharge Of wastewater Wssib;e darn failure,