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Home My WebLink About310237_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: 13 0237 Certificate Of Coverage Number: AWS310237 2. Facility Name: Herman Davis Houston Farm 3. Landowner's Name(same as on the Waste Management Plan): William M Dotson 4. Landowner's Mailing Address: 400 N Williams Rd City: Kenansville State: NC Zip: 28349 Telephone Number: 910-293-4362 Ext. E-mail: etsei3 etmai>,cu r 5. Facility's Physical Address: 400 N Williams Rd W P,16vtt 0 14r ov I 'U r►" City: Kenansville State: NC Zip: 28349 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): William M Dotson g, Farm Manager's telephone number(include area code): 910-298-4362 Ext. 9. Integrator's Name(if there is not an Integrator,write"None"): Prestaee Farms Inc 10. Operator Name(OIC): William M.Dotson Phone No.: 910-375-0775 OIC#: 16363 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 2,940 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13, Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Estimated Liner Type Estimated Design Freeboard Structure Date (Clay,Synthetic, Capacity Surface Area "Redline" Name Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1 LZ 9 N� 588,929.00 104,544.00 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 most 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 143-215.6B, any person who,knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up: to-$25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,006 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 b`ya principal executive officer of the corporation): Name: f t l n AIA"I vv 1 'DD S6 Title: O(. Ae-r/ p Signature: w Date: Name: Title: - Signature: Date: Name: Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRcnewal@ncdenr.gov FORM: RENEWAL-STATE GENERAL 0=019 Version—November 26,2018 Mortality Management Methods Indicate which method(s)will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table.Attach burial location map and plan. El 11 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. F-1 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. aIn the case of dead poultry only, placing in a disposal pit of a size and design approved by the El NC Department of Agriculture&Consumer Services(G.S. 106-549.70). Any method which, in the professional opinionsof the State Veterinarian,would make possible El the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). 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 disp%sat options;contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be-done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency,the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of Farm Owner/Manager Date 3- 13 - 19 Signature of T nical Specialist Date Nutrient Management Plan For Animal Waste Utilization 09-18-2006 This plan has been prepared for: This plan has been developed by: Hern7an Davis Houston Farn73123.. Billy, i-Y'[Inuslon JVillian7 Alf. Dotson Duplin Soil & JVate,• Conseri atron 400 A' IY"Illian7s Rd PO Box 219 Kenansville, NC 28349 Kenansville, NC 28349 910-298-4362 910-296-2120 Dew.16per Signature Type of Plan: Nitrogen Only with Manure Only Owner/tilanager/P rod ucer Agreement 1 (%i-e) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning anima' waste management that are included with this plan. Signature(owner) Date Signature(manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture- Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: 0f. Technical Specialist Signature: Date 1 ' 618455 Database Version 3.1 Date Printed: 09-18-2006 Corer Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,725,380 gals/year by a 2,940 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 6277 Incorporated 10780 Injected 11872 Irrigated 6823 Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ PAN(Ibs) * Applied(lbs) Deficit(Ibs) Applied(Gallons) Deficit(Gallons) Year 1 6,823 7262 -439 2,900,845 -175,465 Note: In source ID,S means standard source,U means user defined source. *Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source. 618455 Database Version 3.1 Date Printed: 09-18-2006 Source Page Page I of I Narrative This WUP has been rewritten at the request of DQW inspectors. The plan is written following the format of the original plan dated 1/20/99. This plan was written using irrigation design information furnished by Mainor Tile and Irrigation. Mr.OotSpb-%has expressed interest in grazing cows on a portion of this farm. Mr.Doftoh has purchased an AerWay system. Pulls 1,2BUF and 3BUF are additional acres gained by using this system. . .... .... .......... .......................................................................................................................................... 618455 Database Version 3.1 Date Printed: 09-18-2006 Narrative Page Page 1 of 1 The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available. Planned Crops Summary Total Useable Leaching Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE 5266 1,2BUF 2.42 2.42 N/A Butters Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 5266 1-1 3.58 3.58 N/A Butters Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 5266 1-2 1.12 1.12 N/A Butters Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 5266 1-3ab 2.04 2.04 N/A Butters Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 5266 24 2.33 2.33 N/A Butters Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5'Pons 5266 2-4a 0.45 0.45 N/A Butters Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 5266 3-10 2.79 2.79 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5266 3-5 1.67 1.67 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5266 3-6 0.98 0.98 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5266 3-7 1.36 1.36 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5266 1 3-8 2.47 2.47 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5266 3-9 2.71 2.71 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5266 3BUF 1.23 1.23 N/A Bonneau Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons PLAN TOTALS: 25.15 25.15 618455 Database Version 3.1 Date Printed 9/18/2006 PCS Page Page I of 2 NOTE: Symbol*means user entered data. The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table Year 1 Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid PA Fen. (lbs/A) PA ManureA Manure Manure Manure Nutrient Nutrient NutrientA pplied Applied Applied Applied Req'd Applied pplied (acre) (acre) (Field) (Field) (lbs/A) (lbs/A) (lbs/A). Source Total Use. Applic. Applic. 1000 Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons 5266 I,2BUF S7 Butters 2.42 2.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.33 0.00 5266 1,2BUF S7 Butters 2.42 2.42 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 brig. 275 109.85 0.00 265.83 0.00 5266 1-1 S7 Butters 3.58 3.58 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 Irrig. 50 19.97 0.00 71.50 0.00 5266 1-1 S7 Butters 3.58 3.58 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 393.25 0.0 5266 I-2 S7 Butters 1.12 1.12 Small Grain Overseed 1.0 Tons I0/1-3/31 50 0 0 brig. 50 19.97 0.00 22.37 0.00 5266 1-2 S7 Butters 1.12 1.12 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 123.03 0.00 5266 1-3ab S7 Butters 2.04 2.04 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1frig. 50 19.97 0.00 40.74 0. 5266 I-3ab S7 Butters 2.04 2.04 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 224.09 0. 5266 2-4 S7 Butters 2.33 2.33 Small Grain Overseed 1.0 Tons 10/1-3/31 SO 0 0 1 Irrig. S 19.97 0.00 46.54 0.0 5266 2-4 S7 Butters 2.33 2.33 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 Irrig. 275 109.85 0.00 255.94 0.0 5266 24a S7 Butters 0.45 0.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 8.99 0.00 5266 24a S7 Butters 0.45 0.45 Hybrid Bermudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 brig. 275 I09.85 0.00 49.43 0.00 5266 3-10 S7 Bonneau 2.79 2.79 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 55.72 0.00 5266 3-10 S7 Bonneau 2.79 2.79 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 229.58 0.00 5266 3-5 S7 Bonneau 1.67 1.67 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 brig. 50 19.97 0.00 33.35 0.0 5266 3-5 S7 Bonneau I.67 1.67 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 137.42 0.00 6184.' Database Version 3.1 Date Printed: 9/18/20f WUT Page Pe of Waste Utilization Table Year l Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid PA Fert. (lbs/A) PA ManureA Manure Manure Manure Nutrient Nutrient NutrientA pplied Applied Applied Applied Req'd Applied pplied (acre) (acre) (Field) (Field) (lbs/A) (lbs/A) (lbs/A) Source Total Use. Applic. Applic. 1000 Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons 5266 3-6 S7 Bonneau 0.98 0.98 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 19.57 0.0 5266 3-6 S7 Bonneau 0.98 0.98 Hybrid Bermudagrass Pasture 5.5 Tons *3/I-10/31 *206 0 0 twig. 206 82.29 0.00 80.64 0.0 5266 3-7 S7 Bonneau 1.36 1.36 Small Grain Overseed [-5 ns 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 27.16 0.0 5266 3-7 S7 Bonneau 1.36 1.36 Hybrid Bermudagrass Pasture ns *311-10/3I *206 0 0 brig. 206 82.29 0.00 111.91 0.0 5266 3-8 S7 Bonneau 2.47 2.47 Small Grain Overseed ns 10/1-3/31 50 0 0 brig. 50 19.97 0.00 49.33 0.00 5266 3-8 S7 Bonneau 2.47 2.47 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 203.24 0.0 5266 3-9 S7 Bonneau 2.71 2.71 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 54.12 0.00 5266 3-9 S7 Bonneau 2.71 2.71 Hybrid BetTrtudagrass Pasture 5.5 Tons *311-10/31 *206 0 0 Irrig. 206 82.29 0.00 222.99 0.00 5266 3BUF S7 Bonneau 1.23 1.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 5 19.97 0.00 24.57 0.00 5266 3BUF S7 Bonneau 1.23 1.23 Hybrid Betmudagrass Pasture 5.5 Tons *3/1-10/31 *206 0 0 Irrig. 206 82.29 0.00 101.21 0.00 Total Applied,1000 gallons 2,900.85 Total Produced,1000 gallons 2,725.38 Balance,1000 gallons -175.47'' Total Applied,tons z 0.0 Total Produced,tons 0.0 Balance tons „ 0.00 Notes: 1. In the tract column, symbol means leased,otherwise,owned. 2. Symbol *means user entered data. 61845 Database Version 3.1 Date Printed: 9/18/20 WUT Page Pa af2 LI Potential Leaching Technical Guidance 2 Low potential to contribute to soluble None nutrient leaching below the root zone. >=2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned. <_ 10 nutrient leaching below the root zone. High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. > 10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers (391). 618455 Database Version 3.1 Date Printed 9/18/2006 PCS Page Page 2 of 2 NOTE: Symbol means user entered data. The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Application Rate Application Amount Tract Field Soil Series (inches/hour) (inches) 5266 1,2BUF Butters 0.50 1.0 5266 1-1 Butters 0.50 1.0 5266 1-2 Butters 0.50 1.0 5266 1-3ab Butters 0.50 1.0 5266 2-4 Butters 0.50 1.0 5266 2-4a Butters 0.50 1.0 5266 3-10 Bonneau 0.60 1.0 5266 3-5 Bonneau 0.60 1.0 5266 3-6 Bonneau 0.60 1.0 5266 3-7 Bonneau 0.60 1.0 5266 3-8 Bonneau 0.60 1.0 5266 3-9 Bonneau 0.60 1.0 5266 3BUF Bonneau 0.60 1.0 618455 Database Version 3.1 Date Printed 9/18/2006 IAF Page Page 1 of 1 NOTE: Svmbol* means user entered data. The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Maximum Maximum Sludge Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation Swine Feeder-Finish Lagoon Sludge- Standard Corn 120 bu 150 13.16 36.86 73.71 110.57 Hay 6 ton R.Y.E. 300 26.32 18.43 36.86 55.29 Soybean 40 bu 160 14.04 34.55 69.11 1 103.66 .................................................................... ...g... . ... .. g. 618455 Database Version 3.1 Date Printed: 09-18-2006 Sludge Page Pa e l of The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that the plan calls for the application.of nutrients that have not yet accumulated. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available Waste Storage Ca acit Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days) Start Date 9/1 180 Plan Year Month Available Storage Capacity(Days) 1 1 68 1 2 53 1 3 85 1 4 103 1 5 120 1 6 138 1 7 155 1 g 180 1 9 150 1 10 132 1 11 109 1 12 85 * Available Storage Capacity is calculated as of the end of each month. 618455 Database Version 3.1 Date Printed: 09-18-2006 Capacity Page Page 1 of 1 Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a'reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 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. ........................................................................ 618455 Database Version 3.1 Date Printed: 9/18/2006 Specification Page 1 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied or grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. .. ... ................................ _. 618455 Database Version 3.1 Date Printed: 9/18/2006 Specification Page 2 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 soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. .................. 618455 Database Version 3.1 Date Printed: 9/18/2006 Specification Pape 3 Crop Notes The following crop note applies to field(s): 1,2BUF, 1-1, 1-2, 1-3ab, 2-4, 2-4a Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Well-adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3" deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): 1,2BUF, 1-1, 1-2, 1-3ab, 2-4, 2-4a Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February-March. ........................... .... ..... . ... ............... ...__.. . . 618455 Database Version 3.1 Date Printed: 09-18-2006 Crop Note Page Page l of 2 Narrative This WUP has been re\%Titten at the request of DQ\b' inspectors. The plan is written follow-Imi the format of the original plan dated 1 M99. This plan was written using ii-rigation design information furnished by Nlainor Tile and liTigation. Mr. Houston has expressed interest in grazing cows on a portion of this farm. Mr. Houston has ptu-chased an AerWay systenti Pulls 1,2BUF and 3BUF are additional acres gained by using this system. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- ;93a21 Database Version 3.1 Date Printed: 06-13-2005 Narrative Page Page 1 of 1 fo"", The following crop note applies to field(s): 3-10, 3-5, 3-6, 3-7, 3-8, 3-9, 3BUF Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time.The remaining N should be applied during the months of February-March. The following crop note applies to field(s): 3-10, 3-5. 3-6, 3-7, 3-8, 3-9, 3BUF Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well-adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3" deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. 618455 Database Version 3.1 Date Printed: 09-18-2006 Crop Note Page Page 2 of 2 From:Stewart,Alexander Sent:Tuesday,October 02, 201810:18 AM To:Shepherd, Michael D<M ichae I.She P herd@ ncagr.gov> Cc: Lawson, Christine<Christine.Lawson@ncdenr.eov>; Reardon,Joe W<ioe.reardon@ncagr.gov>; Hudak,Colleen<colleen.hudak@ncagr.gov>; Meckes, Doug<Doug.Meckes@ncagr.gov>; Dr. Rich Bonanno<rich bona nno@ncsu.edu>; Cox,Vernon N<Vernon.Cox@ncaer.eov> Subject:Application Window Expansion Michael, Considering recent information provided below by our Regional Agronomists, we are supportive of extending the spraying/application window up to October 20th 2018. This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after extended periods of wet weather and Hurricane Matthew. Bermuda is by far the best crop to apply nutrients to now. It is still actively growing, utilizing nutrients, and can still be harvested thus removing the nutrients applied. It is my opinion that a statewide pumping window extension should be granted until October 20, 2018 for Bermuda. Bermuda will continue to actively grow and utilize nutrients if the soil temperature stays above 65 degrees Fahrenheit. As mean ambient temperature dips below 60 degrees Fahrenheit growth will start to slow after several days. Dormancy will set in once mean ambient temperature reaches 50 degrees Fahrenheit for an extended period. If we look at the long-range forecast for Raleigh, mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to October 20th. Therefore,soil temperature should also remain adequate for growth and development of bermuda providing for nutrient uptake over the next 20 days. Stopping on the 20th will allow for timely harvest and adequate regrowth before heading into the winter months. A copy of this email should be maintained i'n the files of all operations choosing to extend the spraying/application window. Please let me know if you have any questions. Regards, Sandy Alexander M. "Sandy"Stewart Assistant Commissioner North Carolina Department of Agriculture and Consumer Services 1001 Mail Service Center Raleigh, NC 27699 919-414-4863(m);919-707-3015(o) sandy,stewart@ncoqr.gov l'�✓� ` , Owner: Date: Technical Specialist: -,gyp►— Date: IRRIGATION SYSTEM DESIGNER Names: Company: .` -�- �:'�,r �- --r g 54 i 'ew ��t • Address: • O .. 7 CIL Phone: REQUIRED DOCUMENTATION The following details of design and materials must accompany all irrigation designs: 1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or calculations used for determining application rates. 5. Computations used to detcrtnine the size of thrust blocks and illustrations of all thrust block conf igivations required in the system. G. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance, N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD. NOTE: A buffer strip y o feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters per I)EI-INR-DEM Code Section 15A NCAC 2B .0200 -W:15te Not Discharged to Surface Waters. i Irrlgat . Parameton USDA-MRCS 0Ctd '#95 . , P390-5 North Carom 1 IRRIGATION SYSTEM DESIGN PARAMETER: Landowner/Operator Name: -e Ln S %oil/ County: L rn/ Address: -3 y_� - Telepliono: l9/G ) N9-`�S —3 7;z 7 -- TABLE 1 - Field Specifications ' Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field' Slops Rate Cy6104 Number? (acres) Soil Type ('/.) Crop(s) (In1hr) (inches) Comments ;Y6/-i3 3 I I I sG 1.98 i t 03- I Tb I I I i I I I I ! ► I I I I twL f , ,I I 'Table to be completed In Its entirety by SWCO Field OMce personnel and forwarded to the Irrigation system designer. 'See attached map provided by the SWC0 Field Office for field locatlon(s). -'Total field acreage minus required buffer areas. 'Refer to N. C. Irrigation Guide. Field Office Technical Guide, Section II G. 'Annual application must not exceed the agronomic rates for the soil and crop used. USDA-NRCS I 'Ion Parameters er 1995 1 • • pa9 North '�� TABLE 2 - Traveling Irrigation GLin Settings ii-hike. Afodel and Type of F.gOpment: �6 3 �1,7G Zw Pee,e "A- ' 3 7 /37n- 19-e-c, nl 1:1. pul Field No' I ravel App 'Travel Lane Wetted i:clillpil'lent ScUings C.'c�mrzietrtq Ac, e Ilc�ur & Speed hate Isla. An Hydrant fl/min inA)r FITectim Elleclive fl Nozzle Gun Reel Arc Nv2 Width Length Dia Pressure Pressure Pattern' ,37 aD ?mq 300 /,a �' Gv v � 30� a a -. 3,s `-`��-- 9 y,g 1.f5 l2v y0L 30c;' 6 i �- 3 3 to S l G S� �G S v / A w-- 3 �vu l►G GU o Gov /o2u G r • Y5 �7 1 l�v �07 3U(, rGg, GG lU L:_ �� / r 5� $D 7`-/U �,v / 8- C a / Z o Gv To x 7Yo = 1'3 G Co Ad- l'77' g 52 .37 �vv 5 37 3Gu ltz,4K Cu � Gv� ov 7�� to z.yz ,�7 sS^3 3G� /109- �0 'q 0 ' Sce atlnched map provided by the SWCD Ficid OlTice for field locatlon(s): 'Shaw sc ^'"tc cnlrics fir ench hydrant Ictcatio>n in cnch field. 'Use tl1c wing nhthre-vintions for vnriowt me patters: 1�(fiil circle),'I*Q(three gunrters),J o thirds), i-1(half circle),T(one(h rd), (1(one gnr(er). May i1, c degree of me in degrees. - TABLE 4 - Irrigation System Specifications ITraveling Solid Sot Irrigation Gun Irrigation Flow Rate of Sprinklor(gpm) Operat{ng Prvssure at Pump(psi) D� I Design Precipitation Rate(In/hr) Hose Length(feet) I 0 0p Pr xxx-y XXX . Type of Speed Compensation IeG/ L � I XX�WCXXX Pump Type(PTO,Engine,Electric) ( I Pump Power Requirement(lip) 3 I TABLE 5 - Thrust Block Specifications' Designer may,provide thrust block details on separate sheet. THRUST BLOCK LOCATION AREA (sq.It) 90•Bend L 9= 7 /T ti Dead End I S �O •P'j-"'r Tee y,�9 T— z-- I I ISce USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD. 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T .Jti Z) 17 de S�r-a ��1/g D /.// S /`►27'�r .._......... .. S:ti r �/e�Q,v .• r�2 -S T . s o -.Ti� ��n� G•� `G L . L/VL I-1 .r �.q�oi✓ �.G L .3A- P �C tz- ....._�.......4��5�. ry 2_ .:.. - e 5_..5--c•r..:e_S..y., --. ...j .l` _.s_.:,......- 3,0 /9'. _:. -�9-�j•-1.2a-l: �Y�- !`]` S'e..... rC1'fir- L -'� 3 �. : ./U �7 U � 1 N�2 / X/v i- s zi P -O- BIG GUN@ PERFORMANCE TABLES 100 SERIES BIG GUNS — 24° TRAJECTORY 100 R RING NO= F� NOZZLE KDZZLE X077LE NOZZLE NOZZLE NOZZLE NOZZLE: .712 .768 .812 .857 .895 .427 .965 PSI GPM DIA cPM DIA GPM DIA 6PN DIA GPM DIA GPM DIA GPM DIA 50 74 Z*)0 8B 225 100 230 115 240 129 250 150 255 167 260 60 81 235 96 240 110 245 I25 260 141 270 164 275 1E 280 70 88 245 104 250 lib 260 115 275 152 290 177 245 196 NO $0 94 255 111 265 127 275 145 285 163 300 189 305 211 315 90 90 265 117 275 134 285 154 295 173 310 201 315 224 325 100 105 270 124 28R 147 111 4995 162 Z05 182 Z20 212 325 236 335 150 FRIES BIG GUNS 240 TRAJECTORY _M R RING NO= FS NOZZLE NOZZLE NOZZLE VILE - XGIZLE NOZZLE Id01IL .86 .97 1.OI3" fi8) 1.?6 - I.34 1.41 PS-I GPM' DIA GPM..- DIA ,;6PH - DIA GPM DIA GPM _ DIA GPM DIA GPMDIA 50 100 245 1350 .265 165 285 205 300 255 '320 300 335 350 350 60 110 260 143- -280 182 300 225 315 275 335 330 350 335 365 70 120 270 155- 290 197 310 245 330 295 350 355 365 415 380 80 12B 280 165' 300 210 320 260 340 315 360 380 380 445 395 90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 100 143 300 185 320 235 34 290 360 355 380 425 400 500 415 200 SERIES BIG GUNS — 270 TRAJECTORY 200 R RING NOaLEs NOZZLE NOZZLE NOZZLE NOZZLE: NOZZLE NOZILE NOZZLE . 1.29 1.46 1.56 1.66 1.74 1.83 1.93 PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPN DIA 50 230 325 ' 300 355 350 370 410 390 470 405 535 420 640 435 60 250 340 M0 370 385. 390 445 410 515 425 585 440 695 455 70 270 355 M. 385 4151, 405 480 .425 555 440 630 455 755 475 80 290 370 380 400 445 420 515 440 590 455 675 470 805 490 90 310 380 405 415 475 435 545 455 625 470 715 485 855 505 100 325 390. 1 425 . 425 500 445 575 465 b60 4BO 755 500 900 520 r7) - / / / 1 / / //off � �� ?- -^ � ` •. V A w000 k _ \ \, fe PT r.. -.� � ;,:.K,,' ;.' - ' :'..'• 'jt+ '•_:fir••-e a I_�:;i►'yj;—�,-_. ->�`.L �•Jw ti,�r.f�' �,, � •n r��J,a4 w��.�.• �.. ..K•+�`_- �►'{�li`�'��•�1.-1'.: _ ' l.,a a � ' jjJJ��k�+Y rl$J� .-. - ,j''11 t,y.f„t'4 *+c f„y.• _ � �:' �� .�' A1RLa ::1• -\T•1�•.��i..'.__•♦ 'Z'y^i` :• .Y r�r�': A • � .�_ 4.l.• � t-' ,•1, IG a..M , � r ..� C�• _`4,.,.�..: !C�i l�i.r, .:�`.J,�� M l t,' ' r 1�' }"�. -��%:►+iT ��1 I:.r 27;:tt �'{� 'y 't 1 J•S �.,'�` !s•1 ��V �•y'll•.;�•-r•.�'-�.��h •yC a+_• �r �' • _'T�� y"C'1• *�_+¢ ��}i� �� ,r. 1a c ... ��; �•p�.7 . r -.^'ls •� d �.k�.ri .'fl -y.�•.". 1,�., /.�/'r Y�.3'" "�-��`•:Y. �� i � ::• 1 • ^.(r `f IN , `y�• �r � ;,• .s,'w1_�;• f4�.ti "'t..._tM �*,�.-• `�.•• �.,,�1 -rt y ti�C�..•"�, T"-,•. 1. �••L i_• :'7q�4 tr• �1•y,�.,` rr w. a• ,1^ 'R...Lam • \ ' ..t �'"•+/i'��• ilk -1�'•• �•'... w ^•�,,Z• rt. ��•• .1�, f ti - v: 'jyv}S' •: '�.'...:{.j.,.� .. ��: ..::'�'ti:F _ t '�.:�1;::-+. •i�.�.'.'t �-�.. »f S C: i. .1.'�.ic:a5• �•- hr{ � ""' 44 � jl��•'._y[�`:; .i ;p-.t��. .�' w�' +:yam" t-f 'w�:t�5-• �;.��o'r� [��' �wy,t '. .v '�'�r„� N!rr�t�•°! f':��: r is i ! �:' �.�y/.w:.�•L�i Fj y' :'"`'��'��il+'v�.r:.tyi`..•�. rim" '9�'�•'� �`•'" _"�:r- �i'S�r T•_ ''y{•a,p��1` .. _,'�' 1.7[ i•.• fir►: -•.•i h N�. .`fit«; .iJ.., f•'• �' .�' t ' .:.C.`.:�,�a.�� VtfI�. :!k!•-.�.�i%.. �. r �r�: 1�) ;...4; 1 h"r�, lt",..,� . ' T ..,Ork.'..r •„Si JI'l�r_. "l-.'yY. . `r.- -'1 •�t'T h. �' -r Ila y gj jg. Ir: .L •� d.' •� •.^ �>�I Illf .t• .K: . •`.t:r-- � r1,•;i Y'yl, '• � ..��•[-•.,'riv•.�:� ti �.''ar "�'�✓`•�+��`'�.�:::!.: `�':,C •!" '•—rtrlr''w;,ia,.:+;�—ia�•1�.�• ,�•;''.,;1��,- y w•1 -_'•. �t'�tY~i•✓il'.�'.�'_,f�V�s� •r•1 �' .li-' �/..ah.��• 1�{.ii' tom%, .r '•r 1 •};•�T! ,.�µ•��, ~.`v� !'.'`, Ya. �"- ' 'w•� »•,- - F a^ ty_�`'.lt „`' .''- "!'r��• Yr r�� ".IL•• .4y= !0:1y` ems• 1: - r.>.,,•i I...�� '?+: r•.'�I�j t" .�.it •'L':, •!� r �•'� � .,.`t: -sr ,•J�•T�, � ►I�•'a�_ _^Y•a`t .�.f• a •''•.. ' �' •/11' ,- '!0'','1.I rf�r•��-1' ILI •_•- •/i' ►/j_� •��\tip -•'�.'S�}:• -�t �, _ '^J� .. \ 1, .. . �_ _ =! �^�'l-Yam,- r :�`.'� - ; '• S. 1, , •ti,�. - .. l4la�- .rrr' Y• -r +'•. .�Y��'�' �-r►'r. ` !'?.•• t.r+ �2t J 14E�I,--. � J • i / i i c i / 1 J frr 0.fhr Operator• _____---__ _________ ________ ________> "'it nc jlous tun County:__ _________ _________ _________ ________> Dupiizi Date:____ _________ _________ _________ ________> 11/07/01 Dist.to nearest residence (other than owner) : ft. sows (farrow to finish) :=-- sows (farrow to fee eder) :___ head (finishing only) :=---_ _________ ________> `'40 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. )===---_> 25 Year - 24 Hour Rainfall (in. )=------__--=> Rainfall in excess of evaporation (in. )===__> Drainage area of buildings & lots (sq. ft. )=> Volume of wash water (gallons/day)=---___--_> Temporary storage period (days)====---------> Freeboard Side slopes (inside lagoon) :==-------------=> 1 Inside top length Inside top width (ft. ) :--=-=----------------> I ya Top of dike elevation (ft. ) :________________> 55. 5 Bottom of lagoon elevation (ft. ) :_---_--____> 43. 5 •• Seasonal high water table(SHWT) elev. (ft. ) :=> C/ 1 Total required volume:====_ ________> 584753 cu. ft. Actual design volume:=---__ ________> 588929 cu. ft. Stop pumping el. (> or = to 51.5 ft.SHWT)> ! ft. (> or = to 49.5 ft.Min. ) Required minimum treatment volume: 396900 cu. ft. Volume at stop pumping elevation: 395795 cu. ft. Start pumping elev. :________________________> 53. 8 ft. Volume at start pumping elevation: 539637 cu. ft. Actual volume less 25yr-24hr rain: 541898 cu. ft. NOTE: Verify that temp. storage is adequate: Req. volume to be pumped:====> 140822 cu. ft. Actual volume to be pumped:==> 143842 cu. ft. cr_�00 vo PAI(Ij ' 1 P. O. Box :Z77 <�t United States Soil Kenansville, NC 28349 3 Department of Conservation Agriculture Service Telephone 919-296-2I21 Date • Z-7- nAr. ?�R,e/t��► r sk a-1 • 661, 1V Dearw Pi. Enclosed is your lagoon design prepared by l-A iji U � 40 tL.%7'6 b and reviewed mee and approved by the Soil Conservation Service. This lagoon, as designed', ts SCS standards and specifications. It is the responsibility of the contractor and'you to build the lagoon according to the design. You should contact the swine company to get assistance in the layout of the lagoon for construction. If you have any questions during construction, please contact this office or the swine company. Please be aware that SCS has not checked the excavation and fill volumes of dirt. The swine company has computed these figures and any questions regarding the amount of excavation should be directed to the company. SCS does not certify that excavation and fill volumes are correct. If you would like for the SCS to certify that the lagoon has been built to design specifications and meets SCS specifications and standards, personnel from this office will need to conduct a final construction check prior to animal waste being put in the lagoon. State law requires that new and expanded operations have lagoons that meet the SCS minimum design specifications. In order to certify the lagoon, we must get bottom elevations as well as top of dike and sideslope readings. If given a few days notice, we will try to schedule the construction check prior to the contractor leaving the site; however, since we schedule several days in advance, it is best if you let us know as soon as possible when you believe that a construction check will be needed. Also enclosed is a contractor certification that must be signed by the contractor once the lagoon is completed. We need this form returned to us before we certify that the lagoon meets our specifications. You may want to inform your contractor prior to beginning the jot) that you will need him to certify his work meets the design requirements. li you have any questions concerning this design or the accompanying waste utih/.alien plan. please contact us. Sim.,erely, n BEFORE BEGINNING Michael E. Sugg LANDOWNER IS EXCAVgT1ON CONTACT U ADVISED District Conservationist LOCO TO ASSU�o �,�A UNDERGROUND UTILITIES T DESTROYED 1-800-632_ ARE f_ NOT 49�9 n the soil Conservation servico is an agency of the Department of ACrieullure \Ch- j2u .0 -Bethel Ch. ?YL a ua .1 to LIU \N )JU M b 10 2.0 M1 v. le 19 U-41 i. U.1 l�• fit, �`J % L im LM 1 Rooty \.b e P U290 Cr 1"4 1119 ray: Liu < Im Im• L3-1 t ds d UO YMA Ot 90 .I % I *1' -t* Ua ., im LIU Z3 Lia u.4 Im Bethany A, I'M Ch. ULI 0. LLU Re it mu j LM.6 Friendship Mi •V Hebron U-11 4 14 OL Aj K gay 1�6 1.8 .1 Um 'k .4 1A 4d -3 1A.5 !O III USZ Crock Westbrook Is q Smith Chapel Crourood ! Ij 6 .6 1707 ip. Ing i'm J, C% Leon Im oQ nV Pearsall 1.4 .1.0 -1.d Chi pel LIM 903 hAN .4 Smith 1 Chapel MZ L?l I LM V 21 weile * \.b 0 IA Ch. . izL, LIP 1.5 Unity C1 ILL? 17 4... 1702 2.0 LM P.D. ZL Ij IMU2 1.5 Raiford un .6 V UL4 .0 iZL4 21 Z3 Grew U% im V. d vuon7i.}{-, ./ VIE W Cabin 1 1736 )wfch U. 9 j Gin Brandtaa1.4 a Chvrth KENANSVILLE 7 I'M 931 .. •. 3 ....... 3 A 1.9 .2 LM 2.0 M .2 .3 40, J-j I A a2l b. M-7.5 ♦ 41 N 4�tp N. lisi !ice 1.0 .4 Luz 4 V As 40 .6 W Ma • Lw Hcllsvil ;4- 0: Mi ULL lt 1.3 .3 6 lira d iji IMN; .9 -A J* LIU? .3 LM MU 912 7 Lw UAL LLU 1112 IU4 945 iuo 1or l2IZ .0 1 �O It,k 0• IMY - ;004 1LU Store 4 Mu im 1166 U92 UV V au L!111 LO QC M-4 I 1964 C4 -Ul 4 � 4 1 201- Bethel 2A Register 12M Is#), Owrc Mj alf. LU) f JV 1407 194L46 lit UjA 0 1.9 A Wd • Lem F. rl.1 .5 C-REE EV 1w , MAL N to LURJ 1,v A j ch;nquopkt 2 LM Mp- 919 ti Charity • Uit, 1170 UM 1.7 %3 IIX !LA II's .1 1144 30 %A 1144 1A ALI juz M) IV Y Hors ed Crock LM 1 A1v]2x-XL iti:.ST:: HAKAGM-_ ..T PLAN CERTIFICATION FOR NEW 0" ' aPANDED FEEDLOTS a Pleae�n rntu_-= the ccapleted forte to the Division of Environmental Hanagez a at the s ' ' s on the reverse side of this form. . e of farm (Please print FA.dress: Ki`.-ese; Acat Phone No. :_q Q --Ise County: Ql i.l Farm location: Latitude and Longitude- ,5'6" -.W 12 XQ' W (required) . Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.) .Jwinf_ Design capacity (number of animals) : Z9 4 0 Average size of operation (12 month population ayg.) :_ 29 40 Average acreage needed for -land application of waste (acres) : 2,7..2E Tech-ical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA-Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria-haue-beery verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers) ; liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party) ; access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm.. Name of Technical specialist (Please Print) : MICHAEL E. SUGG _ iliation: USDA, NAT. RES. CONS. SERV.- (O"tress (Agenc,•)f�: PO BOY 277 KENANSVILLE NC - Signature: t lJ�c <S TELEPHONE 910-296-2121 Owner/Xanager Agreement I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 2S-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Na=e of Land Ow=ar (Please Print) Novikoi Signature:li= P/1 rz C�Q Date: Name of Hanagar, if different from owner (Please print) : Signature: • Date: Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. DEM USE ONLY:ACNEW# r I ,r t- ,- t t t 1-r• �f 1 t�,1 T1 } �'7'?, G' -i•��::_ ! _ ��_,a! p• i. a s i D':! _ 0 6 c �?_ ::e �::� ,1_:zrr�st re::idnc �� other than =�tfriler ' 1?00 . 0 fE:_ t AVERAGE LIVE WEIGHT (ALW' 0r f r_Z r r o�� t c £.i r, tj 1 ; , 0'y � 4�°�• ; i Z r ems;': f'� L. : {-�,•� 1 1 j: `J 1�1-0 ' 1 � 2 4-0 head ( finishing only) ..• , 35 ' bs . - -196900 :-- o sf,VJs ( farrow to wean) r_ . . = 0 1 rs- 0 head (mean to feeder ) 0 1`�:, Describe other Total Average Live Weight = 396900 lbs MINIMUM . 1 ED TREATMENT VOLUME OF LAGOON Vo u nt e - 396900 lbs . ALAI % Treatment Volume( CF) Ilb. ALW rt T Volume'( � /1b . ALW i CIF I b. ALW �,TL•�i.l^•'r 316900 -ub c fa'_ t r••-tt+,r.1^^ t r-.T TT%r t+ D f`T t1/"E r'rTTT? TJL T?tTnk! C 1 a. r'. Ow,. Dr-.rt ;M s t Re Y1. rT f'1 e T T 7 0 Ir 1. T r•T ,a .,,..rn!,T T.T• T,�>Tt•T. T T FTy ., • I,••',.�. , ./'• I r"1\\T1�9 ^•r• I r•'r•Tom,T�1 ••.r, I r••r T••.T^•1 T T r•TT" •P T IT1►'• T+,T'+\rr•r _ ^ ^ lam. . n 1 r'. . .w -� r'• , � 1 I.•• '• 1 .-..-.• !••.-..fit rr.•1 r n r r,r,r„-r w + I t ' DnATraAC,•E AREA : L e n g-h TV i d tC`. 430 . 0 T? . 0 75250 . 0 square feet Buildings ( roof and lot water ) 0 . 0 square feet Describe thi-c area . TOTAL DA 7814.1 . 0 square fee` Des_g1_ tip:=.:)l'ctr;? ztor:!ge p`wriud to be �8 0 1•? A. V .6L.ME C.y a tc: Produced .LEi 'it'udU4tiGna :'. ce1 i`�e+�� :u` L' 75 l�J . All. 17 _ w ....... ra J J J L •J �.._..• . 17L: — — . A_ . _. .. .. _. .• t -+�.rnnA r n 177r .j aitt 04. 5 yF a ?4 L:O�.I � l o I nu tr'ollime _ 7 . r 13 inches per foot k nA Volume = r_882'? . Q 1bi _ feet TOTAL RE QUT RED TEirCr,, 1RY STORAGE 5E'. . 9- 69?6 cubic feet �E . 0 cubic feet 5r . 45583 cubic feet 5r . 48839 cubic feet TOTN'• 191347 cubic feet :J SU�_`I.1AR71' 100 days evapera year ^ .� l��a_ Ii�if3� -_------ _ _..__ _ -� � . lI1^h0 ? -- -----_------.- _ ---\ n Fnn� 1 -7r n r ti a - ♦ rr. 1 'J.J.t_�_ .- ' �-i __..._.._.._..-.�._7_' ..- ._ r._ r,rnn0 nr1 C� r•r7r 7m r- r r r) r C - __...._... r1 r-7 r1 r -T-r" -v*r7r. r) Alt J BEFORE BEGINNING EXCAVATION SCS DOES NOT CERTIFY THAT - LANDOWNER IS ADVISED TO EXCAVATION AND FILL •- -••-----•- - ' ..___._.... CONTACT ULOCO TO ASSURE THAT VOLUMES ARE CORRECT UNDERGROUND UTILITIES ARE NOT DESTROYED 1-800-632-4949 17rtrr r,-m 1 r%T- "t �..-+, �,- n ,tr•, , s n,mr`>,t r.Tirr rT n.A yhis lagoon is de-signed for waste treatment !permanent 180 days of temporary st-or age , The t i:n�:.' _. _•c, .. --A. '.- : _ _. _n f l u i d level (permanent ._:rid temporary .-,t_ ; ' }; br- ..��,:I�~ ' r/ ..'� =i c y , .. c, n• v r due to site conditions, tr;caCher , flushing operutio,ns , _.n:l the amo,ant of fresh water added = `Irte sY s Lem. The designed t:__�: « « ._r1 _ �_/�i.==g,? _1_��si:�tS of 1Qn c�aY s `�r�ge f �r t eliirl . ; c-e v w i a L1 1r.C., , G' r t '�: �:�J •✓.. -< F �. �... ?!1c1uded is st:) .. '. �G: ems= Ir �'�aI i :four arm, f'.,: ,.___ _�,C. rot . The volume of waste generated from a given number of animals P7i ? l be fairly constant tlie- Yei.,ic .ind from y 3r 'y in:=ir ; bu � .... :..3 rainfall will vary frcn, year to year . The 25 year rainfalA wi ? - r_ut be a factor to consider in an annual pumping cycle, but this :Storage volume must always be available . A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe ( s ) from building{5) . If the ,outlet pipe is not installed at the elevation to begin punatping , a permanent marker must be installed at this elevation to %hen should bi--!g-in. An elevation must b,'-' _ .at ?b d , to stop pumping to m.--tintain lagoon treatment depth. ltlt�:'1---I _� iJ f.. :.t t. .. `J? .`J'�L r_" ? at 1 t :ii L1'� �: a. l: _ f :° e'c.>va+--iorx::' for convenien::c aS. te cored= . ti _'r.� , r� ._ t , _.-.:,;?,: a� rt i f_ L s{,_ 1 _ _ r.t } _��.'r-� i:.r�� i ?):lt f L _ - «y.« 3 r- �_ , 7 + r F�Z r.`t f'h •t f' tfr 47 r IT one' ?rich ra n d the maa-:,..-r-tum a p i ca t i o n r a t e, .7. n c h 1 1- 1-1 o u r Re-fer tact s t '_it z a t c;n p 1-a n IC ci 7 CZ ;7- eep vegetat-Lon c-.. "bF..n k m e n t --i ri(It I, a Is ad j a cer lagoon mowed anaua.-illy . lvre-9 e t a t i on shc--u.1 d be f e r t I i z e-I a to maintain a vigorous ,ta n.1 0 . Repair any eroded or d,-.,mage-cIA -- --.d -n estab lish Z rtj'•. e r u n o f f be d r f r c.-xt ` he 1 ag o o-L i to s n� All surfac i v.e outlets . 8 . Keep B MiIIII-QUill Of Zr_ Ef:--et of grass %7 Pgetated buffer around waste ut' ll "a - inn f i el d- adjacent t:- pe-enn, aI streams . aste w: J. not be applied i--cl open --1 IR t c e s . Do not pump within, 200 fe;,t residence or w-,thin 100 Jeer_ of a vel 1 . Waste shall be cappl -ied in a manner not to r rz-,--i ch other p i:ope r t y and r..'u b 1 i c r i g h t-o ILE--re,a ys 9 pan, IX?a!-:--r Ac- (D f 1 97'7 o 1--L-I -i t h d, r g e o f I T, Envi t a IM a a .�-.-..,TrTr)\rTT��t�,�• T T•� !nr �1Tr,rmr, mTIrTT?,,Cr KT'T' T A^n(�*Tr FOUNDATION PREPARATION: The foundation area of the lagoon embankment and building pad shall ,ac cleared of trees , logs , stumps , roots , brush, boulders , sod and rubbish. Satisfactory disposition will be made of all debris . The topsoil rrt the lagoon and pad a'rea ):-e stripped ;-Inr_'. stockpiled the dike and pad are-,s . Aft r o tr ipping , the foundation area ,_;r •,`�.. lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill Material to get a good band . EXCAVATION AND EARTHFILL PLACEMENT: The completed excavation ,and c%-,rthfill shall conform to the lines , grades, and elevations sh(-.wn the plans . Earthfi. 11 material shall be free of material such ail sod, roots, frozen soil , stories over 6 inches i a ;aia_rneter , and Objectionable material . To the o`s:tent— they _ui table , can be used as fill . The fill sh_:1 i be brought up i it horizontal l al''?r s not t0 1 n th - _-nee ;1'iI'.a - a ., i;1 1 or t o c ii1pc_ _ t -11 GPI I_ac � - i '' �i�' r'�Ii1��ciCt d =1' l Ltilpl .`t:a '��V I :�a v71 ~h the j*.:i—tmeat or ��a11d=.ilk t�.:a•'lr-� - !•, ir-i .,L ��.. _ _ •.�1_lw rC.Zr. e ,JI! '-e -when r_ , ..._:I_ .. �•�, ! _1 _ :. ,�.'. T,,1 rr,•, T,1♦T r, P+T1 N'1rT 7 • r.T�,TTTTT1IT 711T f• Tr•,1'Y T• l rr1IT RTr•\ /1,•-, T -r AT TTT r• 1,1 r T, jr" T /. .'.T T • r.n •T r 7 T r r T♦T r T T T r 71 IT-r r`♦1 r•,t i♦\_ ,... ♦. _ l: 1..}_ _ 1 .1- t t , r - t a21 ♦ . .,+�w �. • ..•`T • w r•T T T • , ♦ T1 T, 7 T,/.T T T!"1 T, TT T'• I.y"t r1 j .•',T•. ..•1 T,T� w I•�•T i• ...... r._.... _. .-�.• .••.r. r♦r•w �. ,'1-r T` .,T 7 T:' • 1.►.r T T T m). t'1 T ,!• m,-+T.T }. I -r•r. .-'♦. .-, -._..,...•....1"•^ r-..T♦T A• . .)♦.''T•r i 'T♦7 '1 1• T! ) r r,Y., r•-• r r r m T/'.*, !\r., rT•1 T 7 T r 1 T T =T r T1 r-.T �. , •7,T-.♦, • -r h 1 rl T"'f' \T Y7 r.r f,T T T T-T r, T!7 r"T T T r•r`T T r r.r Y,i'•�1"•ram. t , •r.• l ,. _ � 1 1. 1. 1. ! _ t r _. ..._ T Y•.•. -....-.�.--, -. ..-. „ T%,T'♦ TT 1!1 rr♦T s-%It 1 T 1 1 m T T r+ T T \ Pi T f T f%�, r T,r r r 7k T C T T r-+r•t rrt n n 7 n Cj I,L i1 I'll 1-1i11 WELtt'rr :01-1t f r':=i:; ::l`_e_ i a 1 ha i be oPtiM',.'ci mc _ �=�Li _ _::,, .F:rlt ti'11iC'i relate_ to t h fzi t m,oi .,ontent when the �cz '_ P-nea�?', ' i_1 the .'land i t will l form �:__�' =:h does -io- ready l cepar to . i13-a _. �hal i be added borrow as necezz_-.Ir r to ?nsu_-e proper 1't'io, sture �ori`_Fr.t during placement of the 1 i ne.r . The moisture content of the liner Material shall not be less Irian optimism water content during placement . The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction . Proper co:111action of rh,:-- lii.l,--r inc-t_j_ dctS in 1) in-ch li `CW and .:;Limpacted to at least 90 Percent of ' lie ma:_imam AST?f. LG98 D:y Unit :Weight of the liner material . W7hF,r_ smaoth or hard, the previous lift . shall be :,carified and mcistenf_d n.Yede:d t-e-fore placement_ of the no::- lift . The single, most important factor affecting the overall compacted perme- ability of a clay liner , other than the type of clay used for the liner , is the efficient constructi=o2. processing of the compacted liner . The sequence of equipment use and the routing of equipment in an estar lisped pattern helps assure uniformity in the .whole pl acenent a- d compaction process• . For most clay' ��'i '•� , a tamping or he o` rol l ..r ,i_ pr`f�eralale type ,:,f _-on _c.` i„n ec+ -m^n~ . r,-1.: =_.1 - 1 _11.�� v�_r..il J�/� �.jI GL►_•C' c::'� Ll =_: 1_t. � I.- s _!�aa ge oF . .^.•i- ._ ..•. r. l =� pit ie , . Thlc3 gall be: done by _:-zi c type of energy Yr =i -r A7 nrq TO BE SEAVADE"PL 4 0 ACE:!E S '* T`-7T!Tr,`r SE THE SEED INDICATED V'-'T,`,PT0S : 0 . 0 LBS . FESCUE GRASS AT 00 LBS . /ACRE 0 Tj'r T T*rP T 11 ( BEST SUITED ON CLAYEY SOIL CONDA.-1 j— PIT DATES : SEPTEW"E,Tl� 1. rfO NnVEMPF-,Jn ')n r 0 . 0 ILBS . F`VE GRAIN AT 30 LBS . /ACRE ( NURSERY FOR FESCUE) 0 L-iT B S 110 EN S A C 0 L A' IER A 1-T I A G v A S S '�T 6 0 L B S - A r ,r. ( SEE FOOTNOTE NO . 1 ) SEEDING DATES : MARCH 15 TO JUNE 15 3 --.-,. T T S . HULLED COMMON BERMUlf'.A Sr GR AT 8 LBS /ACRE Q-,— ( SUITED FOR MOST SOIL CONDITIONS) T TC, SEEDING DA.LES : APRIL 1- JULY 31 �Tl,ITPTT T,T-r) n T,R r! 0 LBS . '�RASS R , SEED11I.G D! TE,rl JANUARY l.. Tn MARC-14 30 .3 A r, T r%r- T--'E,7!7 f-r,A M L irp r1 21.r,T-r,' I Mlr,MDoT,>7% V VEGET TTON) li,P V I F 17 T�r T v r p!7!-r-l%lrD17r 1 n T -7 m 7 T!7 T7 1--�'r T r'I-r 16 77 T77nF"'rl TP7r7:. I I T nt7 h Tl%r" J., e-.-S.f-r r" •r T T 1./7 r. T-%V r-r IN T r a t r T f-7-.3k ?.I r.rr 11%X r.- rl Y.I T7 r,T"I 7 T TN 17 "%T I T 71 M 71 -r v,7(7 7 7-T-%-r T r 7 7,%T- rr r%I"r tt-%%1 T tit-, T r4 e"rp%'k I n T T rn T-1 r m pr r•. A T f.i rT rl rl I- r7 r—rN lk k I 71 I-T Tl% f r,r*%T n r. -r r"rr A r-T I 1 7 7-%P /---f-T-, M t IT I I T It I P.11 T1 y r"r? Y. IL I T TV 1-17 1 r:7 T-7-% A m v r t-T 7 rv-.r 7 t- hi 17. I-r.I"I f 1 7 T r- -r F" r1 r-r-e%% f-A.t ki I T. --T 7- T" %..I%t V"T-1%I?r T-, 9 1 1- T%7 1-T 7 T Vl%T-rl% m rl 7`16 r.el I I r. T - r7 r, T T(� PLANNED QUANTITY CALCULATIONS prepared for '17 11-t� 1 m in Duplin County, North Carolina Designer : Lanier & Houston Checker Date ; 06/07/94 Date 4..3.+ 4 + Lagoon Exc Quanities *+ EXCAVATION FILL T B f t TR g h t 0 f f C-li L Dist I e a V o 1, u m e Area 0 11 e F- 1 ( SqFtl ( Cu . Yds ' q TF t 17-1 -17-i d th SS ( ft ) Sta ! C, I v 0 I 100-7 in,-- rn r t ri 01, 7 1 T Trl n r CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for 1-1-eD- 1 m ia 1-1(--) -Ul Es -t J.rl Duplin County, North Carolina Designer : Lanier & Houston Checker Date : 0 6 0 7 9 4 Date -)c-k -P -k 9--k Lagoon E:rc Profile- TEMPLATE DATA: Beginning El 1 4-1 r5 Beginning Station 5+50 '7 J NI t . . 0 I r r 0 jTS j CROSS--SECTION DATA QUANTITY CALCULATIONS prepared for 1—.1 E 1 M<-a El(D U :S 1-- CD rL in Duplin County, North Carol irla Designer : Lanier & Houston Checker Date : 06/07/94 Date Lagoon Exc Quanities TEMPLATE DATA : Beginning Elevati'.-D,rl = 43 . 5 Beginning Station = 1.85+ . 9 1854. . 9 to 1-85 4.13 1 C cl 3 9 1.10 G . 8 ';,2 f) nno(, 8 + 1 to c13139c'.106/31 . 68 C 00000, f t f t 0 3 2 . 9 '10 0 0 F F 0 0 1 )o ;1 0 f -7r . 3 12'9 f D y% ^`.1 ..'n c. 11:11a t. J .•: : _ 2:Li t_ti. �,i _ _ ?"11,17"l—INAL DATA 0 . 0 / 54 . 3 100 . 0 / 54 . 1 2n0 . 0 / 53 . 6 290 . SECTION NUMBER 5 Centerline Station 5+00 ORIGINAL DATA: 0 . 0 / 52 . 8 100, . 0 ''�2 . i 20�? . C / 5? . 2 ?00 . ^ � r� , ;1 ?rr . 0 / Rn ` :SECTION NUMBER 6 Centerline Station. 575+ . 6 ORIGINAL DATA: 0 . 0 / 51 . 4 100 . 0 / 51 . 5 200 . 0 / 50 . 6 295 . 0 / 49 . 1 T 7(7 n rn r Sj C PTANNED QUANTITY CALCULATIONS prepared for I-a-6—z- 1 xU aL 1-1 C:) la Lx. r, or-J. in Duplin County, North Carolina Designer : Lanier & Houston Checker Date : 0 6 0 7/9 4 Date A:A -.11 4.•***+ Ar**-),**-k***************************************** Dike EXC/FILL T7, TT T EXCAVATION Bot Let"t R- gl-..rt- Of f Li CT r*TJ-j t Area Volume A I- Dis r Vn- Cr .7�, .qidLh SS SS ( ft ) Sta ( ft ) (SqFt ) ( Cu .Yds ) t 1 130 . 0 0-1-00 5 8 146 r- 12 0 n r e r 07 r.-7 -n r-7 -1 1 try r%+D'r-a r t-,"m n t CROSS•»SrCTION D"TA QUANTITY CALCULATIONS prepared for T ri(=: 1 I.-rL�rEi H(D 1-1 �s t CD i�-1 in Duplin County, North Carolina Designer : Lanier & Houston Checker Date : 06/07/94 Date =:k k�::+•k�c!:•+:3::R k•1:•k:+:*•k•l•k 1F:�::�*�k•k*;+'*:k:k:k�:•h 1c:k:�:+::k�F�*��:i;�**�'**•k�t*�Jt'!�•*�:*•k**'�:�c k*•k�:k;k*•k;k*•k•4.k•�• Dike EXC/FILL TEMPLATE DATA: Degi_•ining Elevation -- 55 . 5 Beginning Station = 0+00 0•r00 1+0 6 i �,.�'.� 1121 4 0I'D0 1 Ga. ira 1+06 to 1+60 08c112 , 3i! . 08 0 000010 f, , �~ 696 l� r a_ I C a•. .� _... _ •I ! J _ .. .. r �n r a.f L j" f t" 1�`,l •, .4 AA•7r ry C t. / l•1 •-y • r••• .1 7 .n n ! r, n '•'Ail f•, 1 r,r .1 ^• J74TT on SECTION NUMBER 5 Centerline Station 450+ . 9 ORIGINAL DATA: 0 . 0 I 52 . 7 100 . 0 / 52 . 11 10- 0 . 0 / 50 . 9 01.55 . 0 I 50 . 5 SECTION NUMBER 6 Centerline Station 559+ . 5 ORIGINAL DATA: 0 . 0 / 52 . 2 100 . 0 / 50 . 6 200 . 0 / 49 . 5 SECTION NUMBER . 7 Centerline Station 665+ . 5 ORIGINAL DATA: 0 . 0 / .52 . 7 100 . 0 / 51 ; 5 200 . 0 / 50 . 3 SECTION NUMBER 8 I-eriterline Station 80 ?+ 5 TN AL DAr*A. 0 . 0 5 ant' n / r-� , -' ''fin T^ O ..•,r.,,..,,.T r^!rZ 17r T� r r,r, r •fir i f .i iqi+T.T r�arr,�. . . �� i•i ••. .L.•. ^ � 1 r, r r r.r. it) r r j- r,r, n J r-r 1 .. - A. n �r ::�E!. . I SECTION NUMBER 13 Ceriterline Station 12.69+ . 5 -ORIGINAL DATA: 0 . 0 / 55 . 6 100 . 0 / 57 , 3 200 . 0 / 58 . 1 i PLANNED QUANTIT CALCULATIONS prepared for T h ca 1 xis.• :€�� ..t tt c�x i i l'1 Dupi in CcjLU-Ity, N .)L-t_h C�ar:?1 i as Designer : Lanier & Houston Checker _ Date : 06/07/94 Date ^� �:�:kk:k:k�k:kk�k•k y�ky•isk:t:-ki:�r•k�c�•�kyl•:k:k-+�;1��e��:�c�:s•��c:k��k�lr•i-k•k•Y•�k�:l-�-k*�c*lcici-�-**:k�c�cic�r:tr*�c:k�:k�::k•k�k�•k+•Y. Pact Fill Quanities k k EXCA`JATION FILL I r_ght Off-CL CL Dlst IAre� t/olume .'.'-;r`a �'olur: r�?iCit1Z .��S �" jft ) Sta ( ft ) i trqFtj ( Cu • Yds) i ( SqFt ) (Cu .Yds ' t I 1 I I i r, I rn-) r . 0 1 •� ... 1 01 r. ? !! 2)0Cf r, A'7 f'7 1 11 r..A r. r 1 r t r, r, I I r t-n 1% I r %CROSS-SECTION DATA .1% .:) 4 - QUANTITY CALCCULA77IONS prepared for rT I-x(F-- 1 Irl al. I3 c--.>1-1 � -t-- (D T--3- in Duplin County, North. Carolina Designer Lanier & Houston Checker Date 0 6/0 7 9 4 Date Pad Fill Q. uani+%-- ie-- TEMPLATE DATA: Begi fin inn Elevation 56 . 5 Beg i nni ag Station = 0+00 +4- 5 di 0 5 0 . 00000 4t. d. 5 r 1 3 0 5 0 . 00267 r t eft e-v % L I + 5- - 3 20, 5 00000 f t! Ff- d/5-1 I N7,r�r Li E,r. Ce.. t 0 rL 7 0rti r,41. r In 0 7 r7 n r,r r A ti r-7 r r /N r r I r r7 SECTION NUMBER 5 Centerline Station 1+60 ORIGINAL DATA: 0 . 0 / 54 . 3 100 . 0 / 54 . 0 200 . 0 ! 54 . 1 300 . 0 / 53 . 6 41)0 . 0 ! 53 , ° 500 . 0 / 51 . 5 600 . 0 / 50 . 2 SECTION NUMBER 6 Centerline Station 1+95 ORIGINAL DATA : 0 . 0 / 53 . 7 100 . 0 / 53 . 5 200 . 0 53 . 7 300 . 0 / 53 . 4 400 . 0 ! 52 . 6 500 . 0 / 51 . 4 600 . 0 / 50 . 1 SECTION NUMBER 7 Centerline Station 3+45 ORIGINAL DATA: 0 . 0 / 53 . 3 100 . 0 / 5? . 7 ?00 . 0 / 5? . 9 ?00 . 0 / 53 . 1 r!.np ,� 500 . 0 / 51 . 3 600 . 0 / 49 . 9 INI AL DA m 1 / '? (; r• f t r'? 7 1 0 0 0 "1 / h 1 n r. /1 I ., -1 -0 _ _ UNITED STATES SOIL DEPARTMENT OF CONSERVATION AGRICULTURE SERVICE ------------------------------------------------------------ WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION NAME-rho _�_ P.1t �1--------- LOCATION-qf-.S._T10j_aa1 -Qy-- :[, _ _,.UL, lea t 1Q f_ Ja r ———————————————————————— —————————————————— __ ——--——————--—————— TELEPHONE�u�=�' -= - ------- SIZE OPERATION±X32Q------- _Feje I ,Ei A i r�--- LOCATION DATA DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 11" -FT.(sC419d) IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO�- If yes, SCS cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? YES----- NO---- If no, site mast be reloca�q' IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES----- NO-`�-- If yes, landowner should consult with local zoning board about required permits. Permits must be obtained prior to design approval. Are utilities in construction area? YES----- - If yes, see Part 503 of the National Engineering Manual and follow policy. (Copies of maps or other reference materials may be attached to site evaluation. ) • Page 1 AL WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND? YES- NO---- If yes, producer must complete a Form AD-1026 . WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO✓— IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCSI US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL MANAGEMENT. (A copy of AD-1026 and CPA-026 should be attached to site evaluation. ) OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES---- NO IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES---- NO---- IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? YES---- NO---- ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPO�'ANT FARMLANDS IN THE OPERATING UNIT? IVA)Ago YES---- NO WILL THE ACTION RESULT IN SODBUSTING? YES---- NO---- If yes to any of-'.•these questi;ohs, refer to form NC-CPA-16 for policy sources. The formjdoes not need to be completed. ODOR CONTROL HAS ODOR CONTROL BEEN DISCUSSED -WITH -PRODUCER. . . . . . . . . . . . . . . . . . . PREDOMINANT WIND DIRECTION? YES--:�- NO---- . . . . . . . . POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU. FT. UPWARDS TO 3 CU. FT. /LB. OF ANIMAL? YES-`�- NO---- . . . . . . . . PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE CAPACITY? YES-Z-- NO---- . . . . . . . .USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES- NO---- Page 2 WASTE MANAGEMENT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LANE APPLY WASTE? YES---- NO---- IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES---- NO---- IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND ON WHICH TO APPLY WASTE? YES---- NO---- (Attach Waste Utilization Plan to site evaluation. ) SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED IS SOIL SUITABLE FOR LAGOON? YES-J-- NO------ IS A CLAY LINER REQUIRED? YES-✓-- NO------ IFYES, IS CLAY AVAILABLE ONSITE? YES------ NO------ QUESTIONABLE---�-- IS A CORE TRENCH REQUIRED? YES----- NO------ (Attach soil investigation sheet to site evaluation. ) SITE APPROVED YES----- NO------ CONDITIONAL-------- COMMENTS ��_wi�_rg,�virr _n_J: _ ---- -- to ---- '-----------+-`-------------------------- ----------------------------------------------------------- THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE INVALIDATED. S IGNATURE- �---- Page 3 r PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT i, n.&Jna certify that I (own 14ave access to the (producer) following irrigation equipment: TYPE IRRIGATION AND SIZE AVAILABLE FROM Oo,a I d /VI,JJe. (owner of equipment) I further certify that, through the arrangements I have made concerning irrigation equipment, I will be able to irrigate as necessary according to my waste management plan. Signature Date (producer) PRODUCER CERTIFICATION OF INTENT TO PLANT GRASS FOR IRRIGATION 1, TheIma go V I 40A , certify that I will plant the specified grasses (producer) as outlined in my waste management plan at the next available seeding date. If this seeding date is in excess of 6 months from the date I stock animals, then I will provide a temporary cover of small grain if needed for irrigation. Signature X 1 �d�1 Date (producer) CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON for j E�Uu ] I, hereby certify that I have constructed the (Co ractor Name) above referenced lagoon according to the plans and specifications approved by the Soil Conservation Service. I also certify that I have installed the clay liner or core trench correctly as specified in the design. V Sig'6aturaW Contractor Date . l USUA SOIL CONSCRVATION SCRVICD . rg\'AL CONST111JCTION CHECK AND CERTIFICA L LON FOR ANrM[AI, WASTE TREATMENT LAGOON (359) c , (11"*AME, —5—elme �ov4o- LOCATION 3 SIZE OF OPERATION S`f'0 FARROW.•TOTEEDER FARROW TO FINISH' . : . . i FARROW TTO•'WEAN =CONTRACTING COMPANY r^�. •' :Y :-'FEEDER TO FINISH ---3 = WE1�I�I;TO'FEEDE� ." .. ; • _ : '•• OTHER.�.:r . DESIGN DATA AND CONSTRUCTION CHECK DATA . : ._.. TBM ELEVATION _0,a FEET-* • AS DESIGNED AS BUILT• . INSIDE-TOP•DIMENSION q-ar X 14-13 DIKE TOP WIDTH )Z-�' • , o TOP OF DIKE �s•� S6•� (OkBOTT.OM OF LAGOON �h.3.�' 411 INSIDE SIDESLOPE OUTSIDE SIDESLOPE s.4 PIPE INVERT CLAY LINER/CORE TRENCH -.I opr _ HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO ✓ DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR : WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359? YES NO COMMENTS 14#1 n ! bef i r f edeol d•• 11 ��//�� /''" �•I J f r o P� llc� hrfjrt a ly, CPt. !R• C J✓�� l I_Pr !4 - -oUou•, ro/!�i%a . ^i. n ' I? • 9 y a IGNATURE ✓r � rs TITLE DATES /r ~� a, l!ruh \r}�{IP�. a�• 1 4.:`''�N' F�„c4q �rt�':. ,•., l'eR` .�4t� E��2 �'ji l�'��0)'°LJ•r{;s�'!l�y��{{n�'�+$4,"r^,') r 1 ;� '.:' r..+s..^l v'`L��, �ik (G 9 � 5�{i.'_�•1'.rr5; 'V'�,Lk�..,C..� r ' �. ten.-•—'""r�{ '�� :- ,,.,.n��. r�cy:;�ta',`��,� •r� x'�.�� q '�ika��•+` x{;;r.•'`�Gt'' "R 7:c ke �".r-.w- .� Ytt!�'�w � F.' �'y lRi� � ,�y,,,,lyy \.tf51 'N•7. f`P �Y !S�.tIO 1 -.,y. +y�'fB+ic.��a � ;'.�S ! lf, rGG(jJf �,n _ 'f sjSY,y>�� •-At'F � '`,;�, . tJ 1, y`'r ,Y .-. ,{�+ r . ..+.2.t K 1.'Itl IIL •U.�.? � ,. Jiy .i:'{ "t��-. .J ' ZPA .-..a.y.-.•xt*fl�..�� a V:A,tJ ,vi. ^ f�'a0s� �Lv.Z�!''-r��.�+..rr^sxr /�R1� — I ��•,i r ,:?�. v � •�..r �� ray �r/t` %,�;°` / ` , d . MI�Lr 391v a ,.saa ,if• i/3+�� \ `�•5t/ -�,,r G( OFF I '. 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Lme8to a NN A. -r1J 'n--� j/ . I ` • . I /moo _ '��_-_ :.-Ce _., 1702 12% Hal ills •, �'._.., ( � ..� Cem - - %P . I .......................$.: yy (l t' I rl * .. ......X............... ............. .. . I�oi �: ;: :: :: �. �^ \�: . k t .' 102 :1t:: ' ;': :L:. ;: :::, o ZONE X �- __ r! 1 s :;.X. � o z �•: /: /. l 0 1 1 �l: �. /. �:' �.. /: /.r �.: :'k �::.:.:.::: :.:� �.;:.:.:.:.:.:.: e.. c e. :• :G. Z ONE A ;.t;. :•;.: :.. ZO NE X :.. .o �. :` : T :�: y ::::.:.:.:::::::::.:.:::::::::::::::.:::::::::::::::: :::::.:::::::::::::::::::::::. 'h.F. o� .s' 1 96! .T� v :k :; ' ;1: t'. :': 1 :% :�, :'` 1 •�. r : A p: ,. .r= f: E.. :�\:. :� : :t}. f) :. >: :-: . �.. %. .�: !, r'. �• I. 6 ::f;:;:; 9 1 :� ;:::::;: ZO NE N E A Is a 0 I .. I I ::.,: . 11 . ., . * . ... ... .................................... ..... .:...:.I'..' '......:'-..:.�...:-:.-,.*.*.':--:-:'.:*:.X..'X..I......:*.....'::::*:.*:...:*.-:.:.:I..:.::.::::*........*.*.*.*.:...-...,:..:...':....'-.::...::..::.:.'.::-*.-*::-***::***-:.**'::*,-:.**:::'-:-'**::'":'--':**:':'-.*:.*:'-:.**:*:.*-.*:*::."'.*-:::.'-.':*::.:-:*.*::*-:.*'::.***'-:* 1 :.�. :•;:. r,-I. . ;: :- :,.:. l -:i:: 19 6 ...:-:-.-:-.-.-:- . ...... * '*".*..*..*.'.'-.:::::::::::::::::::::::::::::.:.:.:.:.:-:.:.:.,* . �I.I................:.:.:.:.:-:..:.:.:.:.:.:.:O:...............%'.'.'.%' A.'.'.%'0% . i ::.:: : 1 t i .:. , . 1i .•.• '. �' Z ON E X ................... q'................................. . 'y ',ALM U[o UNI t tU'1 A 1 tJ uteAtl 1 mtw 1 ur KUnwUL.i Unr_ . HIGH-LY,EROG,_,LE LAND CONSERVATION (HELD, AND WETLAND CONSERVATION (WC) CERTIFICATION: 1. Name f Producer 2.Identification Number 3. Crop Year 9,3 YES NO 4. Do the attached AD-1026A(s) list all your farming interests by county, and show current SCS determinations? If"No", contact your County ASCS Office before completing this form. 5. Are you now applying for, or do you have a FmHA insured or guaranteed loan? 6. Do you have a crop insurance contract issued or reinsured by the Federal Crop Insurance Corporation? 7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with HELC and WC provisions? 8. Has a HELC exemption been approved on aqy farms listed on AD-1026A because the landlord refuses to comply? 9. List here or attach a list of affiliated persons with fanning interests. See reverse for an explanation. Enter "None", if applicable. �.— If items 7 or 8 are answered"YES",circle the applicable farm number on AD-1026A. During either the crop year entered in item 3 above, or the term of a requested USDA loan. YES NO 10. Will you plant or produce an agricultural-commodity on land for which a highly erodible land determination has not been made? 11. Will you plant or produce an agricultural commodity on any land that is or was a wet area, on which planting was made possible by draining, dredging, filling, or leveling or any other means after December 23, 1985.) 12. Will you, or have you since November 28, 1990,made possible the planting of any crop, pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by .draining, dredging, filling, leveling, or any other means,or, (b) improving, modifying, or maintaining, an existing drainage system? 13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building. construction, or other non-agricultural use? If answers to items "YES"for any one of these items,sign and date in item 14 below. Circle the applicable tract number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026 10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete. "NO" for all of these items or SCS determinations are complete,complete item 16. I hereby certify that the above information,and the information on attached AO-1026A's, is true and correct to the best of my 14. Signature of knowledg a be ' 1. r _/ - Producer � X � �- /3, Date 15. Referral To SCS Enter a 4 if a SCS determination is needed because Date Referred Signature of ASCS Representative (Completed by ASCS) "Yes"is answered in item 10. 11. 12,or 13. NOTE: Before signing in item 16, Read AD-1026 Appendix. I hereby certify that the above information,and the information on attached AD-1026A's, is true and correct to the best of my knowledge and belief. It is my responsibility to file anew AD-1026 in the event there are any changes in my farming operation(s). In signing this form,I also certify that I have received and will comply with the compliance requirements on j. Signature of AD-1026 Appendix. 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LJx 277 •, -49 United States I Kenansville, NC 28JO Conscrvatia: Department Telephone 919-296-2121 Agriculture cerv�ce Date 09/30/93 Dear Sir: Recently I received an AD-1026 form from the ASCS indicating that you have requested a wetland determination on an area you want to clear. Since most of the soils in this county have inclusions of wetlands, it is necessary that a soil scientist visit the area you want to clear to determine the presence or absence of these wet inclusions. Generally, I can get a soil scientist within 2 weeks so depending on the number of requests ahead of yours, I will try to have a determination for you within 4 weeks and possibly sooner. In order to avoid delays, there are a few things that you need to do to prepare for the soil scientist's visit. 1. If the area is wooded or overgrown with weeds and brush, cut some trails throughout the area so that the soil scientist can walk through the area in several places and set flags of wetland area. If the trails are not cut the soil scientist may not be able to see the area completely thus either resulting in too much area being classified as wetlands or a delay in the,determination until the trails are cut. Trails should not be pushed with tracked equipment since this may require a permit from�It e US Army Corp of,Engineers. 'Manual labor or mowing is recommended. Trails shdl be 3 - 4 feet wide and spaced approximately every 100 - 150 feet apart throughout the area to*be cleared. 2. Clearly mark the area where you want the determination. Corners should be easily • identifiable on the ground. 3. Contact this office when you have completed these prerequisites so that a field visit can be scheduled. Thank you for your cooperation in getting this determination completed. Your efforts will help to speed up the process for you and others. Sincerely, L/)"C't i r Michael E. Sugg District Conservationist O The soil conservation Servigo is an agency of the Department of Agriculture U.S.D.A. r SQS-CPr '?6 1. Name and Address of Person f 2. Date of Request Soil Conservation Service , (Ju. ') ��,� �Mr- 3 C1-O�,S'I-Oh zi �/13 HIGHLY ERODIBLE LAND AND WETLAND CONSERVATION DETERMINATION • ame of USDA Agency or Person Requesting Determination 5., Farm No.and Tract(Z ^ t^ SECTION I-HIGHLY ERODIBLE LAND FIELD NO.(s) TOTAL ACRES 6. Is soil survey now available for making a highly erodible land determination? Yes No❑ 7. Are there highly erodible soil map units on this farm? Yes No❑ 8. List highly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any crop year during 1981-1985. 9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and, according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not enrolled in a USDA set-aside or diversion program. 10. This Highly Erodible Land determination was completed in the: Office Field❑ . SECTIO II-WETLAND FIELD NO.(s) TOTAL ACRES 11. Are there h d6c soils on this farm? Yes No❑ 12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP). f ' r, '- Q a ' Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be W 1 v t farmed and maintained in the same manner as they were prior to December 23,1985,as long as they are not n .� abandoned. o- 13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23.1985. The use,management, drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions unless the area reverts to wetland as a result of abandonment. 14. Artificial Wetlands(AW). Artificial wetlands includes imgation-induced wetlands. These wetlands are not subject to the wetland conservation provisions. 15. Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed the time the minimal-effect determination was made. Ir iligalion Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland ,converted between December 23,1985 and November 28,1990. 17. Restoration with Violation(RVW-year). A restored wetland that was in violation as a result of conversion after November 28,1990,or the planting of an agricultural commodity or forage crop. 18. Restoration without Violation(RSW). A restored wetland converted between December 23,1985 and November 28,1990,on which an agricultural commodity has not been planted. 19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production, where the wetland values are being replaced at a second site. 20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the wetland has been restored. 21. Converted Wetlands(CW). Wetlands converted after December 23, 1985 and prior to November 28,1990. In any year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits. 22. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA program benefits until this wetland is restored. 23. Converted Welland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs, cranberries,vineyards or building and road construction. 24. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination by SCS. 25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance with FSA. 26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year. 27. The wetland determination was completed in the office 11 fiewl and was delivered❑ maile6d to the person on 26. Remarks. ^ cerriily Char the above determination is correct and adequateJor use in determining 30 Signature f SCS D- iel Cc ervalionisl 31. Date elieibiliry for USDA program benefirs,and that welland hydrology,hydric soils,and r ( ` Ipdraphytic vegetation tinder normal circumstances exist on all areas outlined as J Wetlands Farmed Wetlands and Farmed Wetlands Pasmre. 111 V Assistance and programs or the Soil Conservation Service available without regard to racevreilglon,color,sex,age, or he w . P. O. Box 277 '"►.• United States Soil Kenansville NC 28349 Department of Conservation ' Agriculture Service Telephone 919-296-212 l �1�iPS. �el (Au]1-%\ I -Cl P4 1 3 -f, �? 9 QJS)url- Dearl'S. Enclosed is your copy of a wetland determination for tract �,6�on which you indicated your intent to clear some land. The attached map has been delineated to show the area(s) in question. Each area to be cleared has been identified with a symbol to denote its classification. Below is an explanation of the various symbols that may pertain to your map. W - Wetland - Area is a wetland and should not be cleared for any reason if you wish to remain eligible for USDA programs, receive SCS technical assistance, or avoid violating US Army Corp of Engineers` and Division of Environmental Management (DEM) regulations. Any exceptions to this statement should be in writing from the Soil Conservation Service prior to clearing land. NIW- Non wetland - Area is non wetland and can be cleared and utilized without violating Farm Bill. This determination of non tivetland is only for Farm Bill purposes. You may still need US Army Corp of Engineers and Division of Environmental Management determinations before clearing. The Soil Conservation Service does not have the authority to make tivetland determinations for these other tNvo agencies. NW- Non wetland,-,Area has hydric soils but for Farm Bill purposes only, area is non tivetland due to hydrology modification prior to 12/23/85. You still need to check with the US Army Corp of Engineers or tli'e NC DEM to determine if additional permits are necessary prior to clearing. CW_- Converted Wetland after 11/28/90 - Area was cleared after 11/28/90 and is a converted wetland. Clearing constitutes a violation of the 1990 Farm Bill. In order to regain eligibility for USDA programs, area must be restored. Consult with the SCS about an approved restoration plan before beginning any restoration. If you need to clear the delineated wetlands for roads, buildings, hog lagoons or similar activities, you can request a converted wetland for non agricultural use (CWNA) exemption. If granted, this exemption would be for Farm Bill purposes only; therefore, you would still need to contact the Army Corp of Engineers and the Division of Environmental Management. To request a CWNA exemption, you should complete a request form at the SCS office. It will take approximately 40 days to get this exemption approved once you give this office the request. Do not start any clearing of wetland prior to receiving Nvritt.en notification from this office that your CWNA request has been approved. Also you should not start clearing until you have received approval from the Army Corp and DEM. All three permits must be received and approved prior to clearing any ~wetlands. I have tried to make this determination as fairly as passible. However if you believe this determination is incorrect, you have the right to appeal. To appeal send me a brief letter explaining why you believe this determination is incorrect. Send the letter to the address on the letterhead. This letter should be received within 15 days of your receipt of this letter. Sincerely, The Soil Convarvetion Service 1 �� is an nu�rlcy of the DeDartmont of Agriculture wilcha cl E. Sugg District Conservationist NC-ENG-34 0. S. Department of Agr-icutcure September 1980 Soil Conservation Service File Code: 210 I CLASSIFICATION DATA SHEET FOR " HAZARD C Landowner / �}P�w►a dwio� County ��,0 1 iot Community or Group No'. . N Conservation Plan No.- Este p ` 'mated Depth-of Water to:Top of Dam Ft. Length of Flood Pool Ft.. ;. Date of Field Hazard Investigation 14I°1 Eval uati on b reach of !.flood.plain downstream to the point of estimated minor effect y from sudden - dam failure. ' Est. Elev. :Est. evation • . Kind of :Improvements: of Breach ' Above - :Floodwater Above Reach: Length: Ridth: Slope: Land•:Use Improvements : flood Plain: Flood Plain . •• Ft. • • 3 f life fe and damage to existing or probable future downstream Describe potential for loss o 9 improvements from a sudden breach. �1��p 1 Y. J, Hazard Classification of Dam b, c) (see NEM-Part 520.21) -9arClassification (I , yjt..� Date By nam&) (title Concurred E Date l ' �� 214 y - / title name NOTE: 1. Instruc-ions on reverse side. 2. Attach additional sheets as needed. 1, Pcv. 5-70 SOIL CONSERVATION SERVICE ' SOIL INVESTIGATION TO DETERMINE SUITABIL((Y OF PROPOSED POND SITE FARMER'S NA P-1 H6 vt oo DISTRICT DATE j `"94 COUNTY. v 1 i•t S. C.S. PHOTO SKEET NO. WORK UNIT WATERSI{E13 AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. ecsle 111= feet) Locate reference point -in center line of darn and Identity on skelch. I I 1 I ' SHOW BORING NUMBER AND PROFILE DEPTH MoAt and list dam-site and spillway bormos first-then ponded area and borrow pit borings•separate with vertical nod line. (Continued on beck where necessary) SAow water table elevations on darn site borings. SCALE 1 2 3 4 5 1 6 1 7 8 9 110 Ill 112 113114 1 15 16 117 11fl19 20 21 22123 , i t1 p Flev i Z I r^ 1-3 s M h M I I S C �o •� 3.5 G _S V 3- s� r' t•O v � '• S 11 r`` L.J/tit 1 Is r- 8-Q JC- Sc I (• �� << - S �� -E SG `S^^ err.• gyp' �~' -J' BORINGS MADE BY Qa(LA&C SIGNATURE & TMr- 8 r. )rr' -Z <<T `! 1 �J J I�#-Iu SIB-^rf��r,l`,J , '� I •�� SCS•ENG-538 U. S. DEPARTMENT OF AGRICULTURE • Rev. 5-70 SOIL CONSERVATION SERVICE � SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME 'WCd H14 1-10 u> r'"a2 DISTRICT DATE "' - 't All COUNTY S. C. S. PHOTO SKEET NO. WORK UNIT WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet) Locale reference point on center line of dam and identity on sketch. I r '1 1 r ell- 2 SHOW i BORIN2hen NUNiBER AND PROFILE DEPTH Make and list dam•iile and•iplllwoy rings lint pondtd area and borrow pit borings•separate with vertical red line. (Continued on bast where necessary) Show water table cleuations on dam-site borings. :l.3��t✓y SCALE fi — 11 12 13 14 15 16 17 18 I9 20 211122 23 L F a C s C_ M 11-12 BORINGS MADE BY SIGNATURE & TITLE a., a •C �- qr It- LO ? v- r M a �- O� Ll to LO C l ..L-0 w .£ 40 vi A� j ... _ e 0 co r tl r Q r" LA .9LO �. 6 Z u v n bo `g 1'1 . t •r H.Yn. •r. r .•Y••1•M �:•�.•f:��•'•C'•f'f;'.!• •!..�.....��..H...••r r.H47 r,.:' ♦ •-r ••�•• r •Crf1��+. ,��.• 1~•. � _ •��h T��r'11=1;Y�,�j•f:!!►i!f!'I�.Mnw.rt49t!:!I�J!r;''(�•L�.f1��:r!.+V}LM,� • 1':iie t'1 L S �... ,-.• r ..•• /. .rat .. r: `..,. f...t'll •t. •• •= •.� i� /:�; /•� ��i� 1i• Iit,• .t:. /. i LICA T 10j\ ....• 1..+ �'JIIPLI- COLLECTION, � A.• Liquid Manure Slurry ' 1. Under-slotted-floor pit a. Use a length of 1/2" conduit open on one end and that can be easily sealed on the other end (e.g. , by placing one's thumb over the end of the conduit). b. With both ends of the conduit open, extend it into the, manure to the pit 1 1 oor. ' c. Seal the upper end of the conduit trapping the-manure bucket thator has container. entered the lower end, remove and empty into C. Collect samples from at least 5 locations or at least enough . for a total of 1 quart of slurry. e. Thoroughly mix this slurry and empty approximately 1/2 pint into �samp i e container. 2. Exterior storage basin or tank a. l iake sure the manure has been well mixed or homogenized with a liquid manure chopper-agitator pump or propeller agitator. ies from approximately 5 locations in the pit, from the b. Take sam p agitator pump,,' or from thet mm�Ture spreader and pl ace,i n a bucket. c. ': Thoroughly mix and empty 1/2•pi nt into sample container. II. SAMPLE PREPARATIO14 AI4D TRANSFER ' A. Place the sample for analysis into a flexible or expandable containernd that can be sealed. The container should be rinsed clean treatedh waterin any other way. ee of any residues but should not becsealedapl�stic bag such as a freezer bag. Dry litter may also be placed i a B. The sample should be refrigerated., iced or cooled, if possible, or trans- ferred to the lab immediately. C. hand-delivery is the most reliable way of sample transfer, but it can also be mailed. . 1 container should first be protected with a packing material U. I f mailed, sample i paper and taped. such as newspaper, then boxed or packaged wi to wrapping P P E. The I4CDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which should be forwarded along with the sample. It. C. Deparuaenz 01 I;gricu i tUI,e Analysis lab Plant y i Agronomic Division , Blue Ridge Ro2761�nter Raleigh t�C Ph: (gig) 733-2655 Attn: Dr. Ray Campbell minimum the following analyses be performed: F. Request that as a min . 1 . Total nitrogen (T ) 2, Ammonia nitrogen CTP • ( i 3. Total phosphorus .( analysis. q. Potassium K�ul d also include a total solids (TS) 5, pry litter samples sho KCDA include trace minerals G. Otiter analyses performed at no extra cost by . � 1. PS1:CO 2 Lagoon Liquid 1 . Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the flush tanks. 2. From lagoon a. Place a small bottle (1/2 pint or less) on the end of a 10-15 foot long pole. b. Extend the bottle 10-15 feet away from the bank edge. . an c. brush awayfloating scum or debris so it is not collected ' Y with sample. d. Su b«<2rge the bottle within 1 foot of the liquid surface. e. Repeat at approximately 5 locations around the lagoon, place ' into a bucket, thoroughly mix, and empty 1 pint into sample container. 3. From a multi-stage lagoon system collect sample from lagoon that is going to be irrigated from. . II. SAMPLE PREPARATION AKIO TRANSFER A. Place the sample for analysis into a flexible or expandable container that , can 'be sealed. The container should be rinsed c1��e tedhitwiaarelY other way. • ee of any residues but;should not be chlorinated or Dr litter may al�o'be placed in 5eal-ed plastic bag such as a freezer bag. y t T sample should be refrigerated, iced or cooled, if possible, or trans- B. he ferr�ed to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed. ' 0. If mailed, sampl.e container should first be protected with a packingmaterial such as newspaper. then .boxed or packaged wi th wrapping papertaped. E. The I:CDA Plant Analysis -Lab provides this service for a -nominal fee of SA per sample which should be forwarded along with the sample. 1 . Address: 1:, C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, UC Z7611 (919) 7133-2655 �-�- Dr. oz• Campbell ^. o.n: .,.., . PSWCD 2 rO 6tt:.:Ues� +lid s c it�iniriu::; i:i�e �GI lu:;�:;.� ar,ai;s e s be ,�eri'oriae(j: nitrogen 1, Total9 '2. An-noni a nitrogen -3K) NH 3. Total phosphorus ) 4. Potassium • (K) 5. Dry litter samples should also include a total solids (TS) analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals. f 1 I i 4 u51iC0 1 1;. C. Deparuaen+. of �,oricu i-u1'e Address: Analysis Lab _.'. . Plant y is Agronomic Division , Blue Ridge Road Center Raleigh, IBC 2761 Ph: (919) 733-2655 Attn: Or. Ray Campbell ` 'nimun the following analyses be performed: F. Request that as a m1 . 1 . Total nitrogen (T ) 2. Ammonia nitrogen ( P3 h) 3• Totat phosphorus .(T (K) analysis. 4. Potassium m l es should a1 so i nc1 ude a total salids (TS 5, pry litter sa p G. Other analyses performed at no extra cost by HCOA include trace minerals. EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910)395-3900 EMERGENCY MANAGEMNET SERVICES (EMS) (910)296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)296-2121 COOPERATIVE EXTERSION SERVICE (CES) (910)296-2143 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 you 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 ore may not be possible. Suggested responses to some possible problems are listed belwo. 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 flows 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 flows in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-possible action: a. Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 'i 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any 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 movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the sitution. b. if spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Helath Department. d. Contact CEs, phone number - , local SWCD office phone number - -, and 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 you problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of our choice to begin repair or problem to minimize off- site damage. a. Contractors Name: els C I; Pi i oc� b. Contractors Address: c. Contractors Phone: -92 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: USDA N K C.S b. Phone: 910 29 b-;U-41.1 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste managment plan to keep problems with release of wastes from happening again. .� 2 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST .)urce Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (TIVegetative or wooded buffers; (<Rcommended best management practices; H"G**ood judgment and common sense Animal body surfaces Dirty manure-covered animals (floors Floor surfaces War manure-covered floors ( otted floors; (J,YTa'terers located over slotted floors; () Feeders at high end of solid floors; Zdatfloor , a manure buildup from floors; ( ventilation for drying Manure collection pits Urine ( requent manure removal by flush,pit reche rge,or scrape Parital micorbial decomposition ( nderfloor ventilation Ventilation exhaust fans Volatile gases; ( an maintenance; Dust () icient air movement Indoor surfaces Dust {y.ku _Td_own between groups of animals ( ) Feed additives; {) Feeder covers; () Feed delivery downspout extenders to feeder covers h tanks Agitation of recycled lagoon ( ) Flush tank covers liquid whiles tanks are filling () Extend fill lines to near bottom of tanks with anti-siphon vents Flush alleys Agitation during wastewater (J-LkTd;rfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of liquid while pits are filling pits with anti-siphon vents Lift stations Agitation during sump tank filling () Sump tank covers and drawdown Outside drain collection Agitation during wastewater ( ) Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( ro er lagoon liquid capacity Biological mixing (��in ct lagoon startup procedures Agitation ( um surface area-to-volume ratio ( inimum agitation when pumping () Mechanical aeration () Proven biological additives Irrigation sprinkler nozzles High pressure agitation { rri�gate on dry days with little or no wind Wind draft (.�-vl 'imum recommended operation pressure {!'Pump intake near lagoon liquid surface 'IN () Pump from second-stage lagoon .,..HOC--November 1 1, 1996 r"' go tank or basin Partial microbial decomposition (} Bottom or midlevel loading surface Mixing while filling ()Tank covers Agitation when emptying () Basin surface mats of solids - () Proven biological additives or oxidants Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying (} Remove settled solids regularly Manure, slurry or sludge Agitation when spreading { oil injection of slurry/sludges spreader outlets Volatile gas emissions (J Wash residual manure from spreader after use () Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying (),oil infection of slurry/sludges or sludge on field surfaces (ySoil incorporation within 48 hours (YSpread in thin uniform layers for rapid drying () Proven biological additives or oxidants Dead animals Carcass decomposition ( roper disposition of carcasses Dead animal disposal Carcass decomposition {} Complete covering of carcasses in burial pits pits () Proper location/construction of disposal pits Incinerators Incomplete combustion () Secondary stack burners Standing water around Improper drainage ( rade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter re tracked onto public Poorly maintained access roads arm access road maintenance 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; EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103.83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids ( lush system is designed and operated sufficiently to remove accumulated soilds from gutters as designed. (move bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids ( 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 Vegetative Decaying vegetation W.Waintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage ( ) Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. () Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). ( ) Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes {) Eliminate low area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbance by animals is minimal. ( ) Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). AMIC--November 11, 1996 Manure Handling Accumulations of animal wastes (} Remove spillage on a routine basis (e.g.7-10 day Systems 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 stripes around stockpiles and manure handling areas as needed. OPERATION & MAINTENANCE PLAN Proper lagoon liquid 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 the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management plan should be done whenever the land is 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 irrigate 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 fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 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 of 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 recornmended by an appropriate technical expert. Transfer Pumps---check for proper operation of: I. 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 or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height 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 y have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care`not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour 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. Practice water conservation---minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Management: Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (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 win ter. i 9 The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. . Do not p«mp the lagoon liquid level lower that the permanent storage !evel Unless -,u are removing sludge. . Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. . Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. . Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. . Sludge Removal: Rate of lagoon sludge buildup can be reduced by: - proper lagoon sizing, . mechanical solids separation of flushed waste, . gravity settling of flushed waste solids in an appropriately designed basin, or . minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: . have more nutrients, . have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator. Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-bore sprinkler irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or ` forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or ,,. forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, 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. 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 Lagooli Failtire Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: Modification of the lagoon structure---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels---high levels are a safety risk. Failure to inspect and maintain the dam. Excess surface water flowing into the lagoon. Liner integrity---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. ` NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. 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 ran.domly 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 MORTALITY MANAGEMENT METHODS (check which method(s) are being implemented) ( ) Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial be at least 300 feet from any flowing steam or public body of water. ( Rendering at a rendering plant licensed under G. S. 106-168.7 ( ) Complete incineration ( ) In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture. ( ) Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS e State of North Carolina has issued NPDES General Permits for anima' facilities to operate in North :arolina. These Permits meet both State and EPA requirements and provide coverage for the following types of facilities. NCA200000 (Swine Facilities) NCA300000 (Cattle Facilities) NCA400000 (Poultry Facilities with a wet waste management system) You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General Permits. Condition H. 16. of each of these Permits reads as follows: Within one hundred and twenty (120) days of the effective date of a COC issued under this permit,the permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other equipment pulled by manned vehicles. The permittee will not be required to install, operate and maintain the devices if the permittee commits to provide for the presence of the OIC or the designated backup OIC at all times during the land application of waste. This commitment must be submitted in writing to the Division prior to the 120' day following the effective date of the COC on a form supplied by, or approved by,the Division. Please check the box below that indicates your commitment to do one of the following. rlliWithin one hundred and twenty (120) days of the effective date of a COC issued under this permit, I shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other equipment pulled by manned vehicles. F1 will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC at all ties during the land application of waste. ```i qT under penalty of law that this document was prepared under my direction or supervision in aec4dance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those s pees , directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Facility Name-�� ,YC�L's7r- f=J? . l�� Facility Number 2 Permit Number_ 49t NC 3 Permittee Name and Title (typ print) acr Zt, Signature of Permittee r Date Signature of Operator in Charge Date (if different from Permittee) [ITASIE 3-14-03 1