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HomeMy WebLinkAbout240095_Permit Renewal Application 2019_20190410State 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 System, 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 verifi' all infOrncation and make any necessary corrections helms.. .application must be signed and dated by the Pe'i iuittee. I. Fann Number: 24-0095 Certificate Of Coverage Number: .\WS2-1l1095 2. Facility Name: Jcrty_Je?lutson-_Fsnn 3. Landowner's Name (same as on the Waste Management Plan): Jerry_ 1.Johnson 4. Landowner's Mailing Address: 1649 Silvcrspoon Rd City: r' een State: NC Zip: =x4 is liyc Telephone Number: 9I0-654-3872 Ext. 1:-motif: 5. Facility's Physical Address: 5 122 Old I lwv 74 City: C'hadhourn State: NC Zip: 2$-I31 6. County where facility is located: Columbus 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area cndc): 9. integrator's Name (if there is not an Integrator, write "None'): Murphy-13rown L1.0 22 10. Operator Name (01C): Jerry L. Johnson Phone No.: 9 I (1_234- b99 O1(' j:; '(r 1" 11. Lessee's Name (if there is not a Lessee. write "None"): 12. indicate animal operation type and number: Current Permit: Operation Tomes: Operations Type Allowable Count Swine - Feeder to Finish 3.200 Swine Cattle Dry Pnukn Other I'vpv% Wean to Finish Dairy Calf Nun Laving Chickens 1loist.. - I lour. Wean to Feeder Dairy [leiter Laying Chickens llot•., - ( tthei Farrow to Finish Wilk ('ow Pullet, Sheep Sheep Feeder to Finish Dry Cow Turkeys sheep - Other Farrow to Wean React Stocker Calf Turkey Pullet Farrow to Feeder Reef Feeder Boar; Stud Reef Broad Cow Wet Poultry (iih. Other Non Laving Pullet Othee 1.ayers 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary )rreetions and pro%ide missing data.) Structure Name Estimated rated Date built Liner Type (Clay. Synthetic, Unknown) (; ap:►city (Cubic Feet) Estimated Surfitcc Area (Square Feet) Design Freeboard "Redline - (Inches) I /o/ //gr Clay b 3,2,i/ar 76.500.()O 10.50 \tail one (I) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1O((d) to the address below. Che CAWMP must include the following components: 1. I'he moat recent Waste l'tiliiation Plan (WUP). signed by the owner and a certified technical specialist, containing: :►. The method by xrhieh waste is applied to the disposal fields (e.g. irrigation. injection, etc.) h. A map of every field used tbr land application (tor example: irrigation map) c. The soil series present on every land application field d. The crops grow n on eery land application field c. The Realistic Yield Expectation (RYE) (irr every crop shown in the WUP I. 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 NR('S Standard specifications 2. :\ site map.!schematic 3. Emergency Action Plan a. Insect Control Checklist a ith chosen hest management practices noted 5. Odor Control Checklist with chosen hest management practices noted fi. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. I agoun'storaue 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. S. Operation and Maintenance Plan If your CAWMP includes un 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 CAWNIP items above to: 2O19PermitRenewalfn ncdenr.gov I attest that this application has hccn reviewed by me and is accurate and complete to the hest 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 I43-215.6A and 143-215.613. any person who knowingly snakes aiiy fake statement. representation. or certification in any application may he subject to civil penalties up to S25.011(1 per violation. 11S 1..S.C. Section 1001 provides a punishment by a tine of not more than $ 1 0.000 or imprisonment of not more than 5 years. or both for a similar offense.) Printed Name of Signing Official (Landowner, or it' multiple Landowners all landowners should) sign. 11. Landowner is a corporation. signature should be by a principal executive officer of the corporation): Name:: j�e._er L ,i0kns' FA -il: Title:-`)\.0--t`.- ? •�Z _ .---7 ,/ Signature: Date: `� _ l c/ Name: _ Title: Signature: Date: Name: Title: Signature: Date: T1I13 COMPLETED APPLICATION SIIOULD BE SENT TO TIIE FOLLOWIN(i .1D1)RI:SS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019Permi1Rcnewalra ncdcnr.gov FORM: RENEWAL -STATE GENERAL 02/2019 Version —November 26, 2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal ElEldeath. 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. EJ El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. ❑ Rendering at a rendering plant licensed under G.S. 106-168.7. El❑ 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. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the ❑ ❑ NC Department of Agriculture & Consumer Services (G.S. 106-549.70). ElElAny method which, in the professional opinion of the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Lil Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signat /e of Farm Own r/Manager Date 174— 41.4 9 Signature of Technical Specialist Date ROY COOPER MICI IACL S. REGAN LINDA CULPFi'PFR Nort 1 CAl!OLiNA Environmental Quality Fehntary 27.2019 leer) 1. Johnson terry Johnson Farm 164') Silverspoon Rd .vergreen. N(' 2t+-138 iuhject: Application for Renewal or Coverage for Expiring State General Permit )car Perniiticc: Your Facility is currently approved (iw operation under one of the Animal Waste Operation State Non -Discharge General Permits. which expire on September 30. 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available it httr :./deq.nr govjabout.divi ions water -resources: water-duality-regional-urcrationsiafo or by writing or calling: NC 1)l Q-i)WR Animal Feeding Operations Program 1636 Mail Service ('enter Raleigh. North Carolina 27699-I636 Telephone number: (919) 707-9100 In order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application fur permit coverage to the Division. Enclosed __ecru will lirld a "Request lur Certificate of C'overag` Facility Currently Covered by an Expiring State Non -Discharge General Permit, The application farm must be completed, signed and returned by April 3. 2019. Please note that von must include one (1) cope of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed application form. A list of items included it) the CAWMP can he found on page 2 of the renewal uppli. ntion li►rni. Failure to request n. ntwa1 of your coN er,Ige under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to S25.000 per day. If you have any questions about the State Non -Discharge Cicne al Permits, the enclosed application, or any related matter please feel Free to contact the Animal Feeding (petitions Branch staff at 919-7(17-9100. Enclosures cc (tyro enclosures): Sincerely, Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Wilmington Regional Office. Water Quality Regional Operations Section Columbus County Soil and Water Conservation District .\Ft)(i Section Central Files - AWS240095 Murphy-I3rown LLC :cry'.^ t t :' L .• : -'e-:8 t.8 i; Nutrient Management Plan For Animal Waste Utilization 02-29-2012 This plan has been prepared for: Jerry Johnson Farm Jerry Johnson 1649 Silverspoon Road Evergreen, NC 28438 9108402703 This plan has been developed by: Ronnie G. Kennedy Jr. Agriment Services, Inc. PO Box 1096 Beulaville, NC 28518 252-56 Deve oper Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. Z r 4 9 -- / 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: 22q- I %---- Technical Specialist Sii#tufe Date 813998 Database Version 3.1 Date Printed: 02-29-2012 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,966,400 gals/year by a 3,200 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 0 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 6832 Incorporated 1 1734 Injected 12922 Irrigated 7426 Max. Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (Ibs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 7,426 8071 -645 3,223,900 -257,500 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. 813998 Database Version 3.1 Date Printed: 02-29-2012 Source Page 1 of 1 Narrative This plan was created from the previous technical specialist plan created by Sonya Barber. 813998 Database Version 3.1 Date Printed: 02-29-2012 Narrative 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 Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 1745 6A-B 3.23 3.23 N/A Goldshoro Small Grain Oversecd 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 1745 7A-B 4.35 4.35 N/A Goldsboro Small Grain Oversecd 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 1745 8A-B 1.91 1.91 N/A Goldsboro Small Grain Oversecd 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 1745 9A 1.97 1.97 N/A Goldsboro Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 1745 9B 2.52 2.52 N/A Goldshoro Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 1745 9C 3.20 3.20 N/A Goldshoro Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 8503 1 4.10 4.10 N/A Lynchburg Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.1 Tons 8503 1 B 1.10 1.10 N/A Goldshoro Small Grain Oversecd 1.0 "Tons Common Bermudagrass Pasture 4.9 Tons 8503 2 3.20 3.20 N/A Lynchburg Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.1 Tons 8503 2B 0.75 0.75 N/A Goldsboro Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 8503 3 3.20 3.20 N/A Lynchhurg Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.1 Tons 8503 3B 0.80 0.80 N/A Goldsboro Small Grain Oversecd 1.0 Tons Common Bermudagrass Pasture 4.9 Tons 8503 4 3.60 3.60 N/A Lynchburg Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.1 Tons 8503 4B 2.50 2.50 N/A Lynchburg Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.1 Tons 8503 5B 1.10 1.10 N/A Lynchhurg Small Grain Overseed 1.0 Tons Common Bermudagrass Pasture 4.1 Tons PLAN TOTALS: 813998 37.53 37.53 Database Version 3.1 Date Printed 2/29/2012 PCS Page 1 of 2 NOTE: Symbol * means user entered data. LI Potential Leaching Technical Guidance 2 Low potential to contribute to soluble nutrient leaching below the root zone. None >_ & <= 10 Moderate potential to contribute to soluble nutrient leaching below the root zone. Nutrient Management (590) should be planned. > 10 High potential to contribute to soluble nutrient leaching below the root zone. Nutrient Management (590) should be planned. Other conservation practices that improve the soils available water holding capacity and improve nutrient use efficiency should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 813998 Database Version 3.1 Date Printed 2/29/2012 PCS Page 2 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 ofthe 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 ofthe 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. Year 1 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrcgen PA Nutrient Regd (Ibs/Al Conan Fen. Nutrient Applied (Ibs/A) Res. (Ibs/A) Applic. Method Manure PA Nutrient Applied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 1745 6A-13 S7 Goldsboro 3.23 3.23 Small Grain Overseed I.0Tons 10/I-3/31 50 0 0 Irrig. 50 19.97 0.00 64.51 0.00 1745 6A-I3 S7 Goldsboro 3.23 3.23 Common Bermudagrass Pasture 4.9 Tons *3/15-9/30 *184 0 0 Irrig. 184 73.50 0.00 237.40 0.00 1745 7A-I3 S7 Goldsboro 4.35 4.35 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 ' 0 Irrig. 50 19.97 0.00 86.88 0.00 1745 7A-I3 S7 Goldsboro 4.35 4.35 Common Bermudagrass Pasture 4.9 'Eons *3/15-9/30 *184 0 0 Irri_. 184 73.50 0.00 3I9.71 0.00 1745 8A-I3 S7 Goldsboro 1.91 1.91 Small (;rain Overseed 1.0 "'oils 10/1-3/31 50 0 0 Irrig. 50 (9.97 0 00 38.15 0.00 ( 745 8A-I3 S7 Goldsboro 1.9I 1.91 Common Benmudagrass Pasture 4.9 Tons "3/15-9/30 *184 0 0 Irrig. I84 73.50 0.00 140.38 0.00 1745 9A S7 Goldsboro 1.97 I.97 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 39.35 0.00 (745 9A S7 Goldsboro 1.97 1.97 Common Bemtudagrass Pasture 4.9 Tons *3/15-9/30 *184 0 0 Irrig. (84 73.50 0.00 144.79 0.00 I745 913 S7 Goldsboro 2.52 2.52 Small Grain Overseed I.0Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 50.33 0.00 1745 913 S7 Goldsboro 2.52 2.52 Common Bermudagrass Pasture 4.9 Tons *3/15-9/30 • (84 0 0 Irrig. 184 73.50 0.00 185.21 0.00 1745 9C S7 Goldsboro 3.20 3.20 Small Grain Overseed 1.0 Tons I0/1-3/31 50 0 0 Irri_e. 50 19.97 0.00 63.91 0.00 1745 9C S7 Goldsboro 3.20 3.20 Common Bermudagrass Pasture 4.9 Tons '3/15-9/30 *184 0 0 Irrig. 184 73.50 0.00 235.19 0.00 8503 I S7 Lynchburg 4.10 4.10 Small Grain Overseed 1.0 Ions 10/1-3/3I 50 0 0 Irrig. 50 19.97 0.00 81.89 0.00 8503 I S7 Lynchburg 4.10 4.10 Common Bermudagrass Pasture 4.1 Tons *3/15-9/30 * 154 0 0 Irrig. 154 61.51 0.00 252.21 0.00 8503 I B S7 Goldsboro 1.10 1.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 21.97 0.00 8503 1 B S7 Goldsboro I.10 1.10 Common Bemtudagrass Pasture 4.9 Tons '3/15-9/30 •184 0 0 Irrig. 184 73.50 0.00 80.85 0.00 813998 Database Version 3.1 Date Printed: 2/29/2012 WUT Page 1 of 2 Waste Ut,ion Table 1 Year 1 1 Tract Field Source ID Soil Series Total Acres Ilse. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm Fert. Nutrient Applied (lbs/A) Res. (Ibs/A) Applic. Method Manure PA Nutrient Applied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 8503 2 S7 Lynchhurg 3.20 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 63.91 0.00 8503 2 S7 Lynchburg 3.20 3.20 Common Bermudagrass Pasture 4.1 Tons *3/15-9/30 *154 0 0 Irrig. 154 61.51 0.00 196.85 0.00 8503 2B S7 Goldsboro 0.75 0.75 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 14.98 0.00 8503 213 S7 Goldshoro 0.75 0.75 Common Bermudagrass Pasture 4.9 Tons *3/15-9/30 *184 0 0 Irrig. I84 73.50 0.00 55.12 0.00 8503 3 S7 Lynchhurg 3.20 3.20 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 63.91 0.00 8503 3 S7 Lynchburg 3.20 3.20 Common Benmudagrass Pasture 4.1 Tons *3/15-9/30 * 154 0 0 Irrig. 154 61.51 0.00 196.85 0.00 8503 313 S7 Goldshoro 0.80 0.80 Small Grain Overseed 1.0 Tons 10/1-3/3 I 50 0 0 Irrig. 50 19.97 0.00 15.98 0.00 8503 313 S7 Goldsboro 0.80 0.80 Common Bermudagrass Pasture 4.9 Tons *3/15-9/30 * 184 0 0 Irrig. 184 73.50 0.1)0 58.80 0.00 8503 4 S7 Lynchhurg 3.60 3.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 0 0.00 0.00 0.00 0.00 8503 4 S7 Lynchburg 3.60 3.60 Common Bermudagrass Pasture 4.1 'Pons *3/15-9/30 *154 0 0 Irrig. 154 61.51 0.00 221.45 0.00 8503 4B S7 Lynchhurg 2.50 2.50 Small Grain Overseed I.0Tons I(1/1-3/31 50 0 0 Irrig. 50 19.97 0.00 49.93 0.00 8503 4B S7 Lynchhurg 2.50 2.50 Common Bermudagrass Pasture 4.1 Tons *3/15-9/30 *154 0 0 Irrig. 154 61.51 0.00 153.79 0.00 8503 5B S7 Lynchburg 1.10 1.10 Small Grain Overseed 1.0 Tons 10/1-3/3I 50 0 0 Irrig. 50 19.97 0.00 21.97 0.00 8503 513 S7 Lynchhurg 1.10 I.10 Common Bermudagrass Pasture 4.1 Tons *3/15-9/30 *154 0 0 Irrig. 154 61.51 0.00 67.67 0.00 Total Applied. 1000 gallons 3.223.90 Total Produced. 1000 gallons 2,966.40 Balance. 1000 gallons -257.50 Total Applied, tons 0.00 Total Produced, tons 0.00 Balance. tons 0.00 Notes: I. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 813998 Database Version 3.1 Date Printed: 2/29/20 12 WUT Page 2 of 2 The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) 1745 6A-B Goldsboro 0.50 1.0 1745 7A-B Goldsboro 0.50 1.0 1745 8A-B Goldsboro 0.50 1.0 1745 9A Goldsboro 0.50 1.0 1745 9B Goldsboro 0.50 1.0 1745 9C Goldsboro 0.50 1.0 8503 1 Lynchburg 0.50 1.0 8503 1 B Goldsboro 0.50 1.0 8503 2 Lynchburg 0.50 1.0 8503 2B Goldsboro 0.50 1.0 8503 3 Lynchburg 0.50 1.0 8503 3B Goldsboro 0.50 1.0 8503 4 Lynchburg 0.50 1.0 8503 4B Lynchburg 0.50 1.0 8503 5B Lynchburg 0.50 1.0 813998 Database Version 3.1 Date Printed 2/29/2012 IAF Page 1 of 1 NOTE: Symbol * means user entered data. The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number ofacres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the numberofanimals 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 ofcopper 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 Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 40.12 80.23 120.35 Hay 6 ton R.Y.E. 300 26.32 20.06 40.12 60.17 Soybean 40 bu 160 14.04 37.61 75.22 112.83 813998 Database Version 3.1 Date Printed: 02-29-2012 Sludge Page 1 of 1 rt‘ The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and Tess than or equal to the design storage capacity ofthe 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 W Source Name Design Storage Capacity (Days) Start Date Plan Year Month Available Storage Capacity (Days) * * Available Storage Capacity is calculated as of the end of each month. Date Printed: 02-29-2012 Capacity Page I of 1 (RN 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). 813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1,1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 2 riN 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 3 rRN 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. 813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 4 Crop Notes The following crop note applies to field(s): 1, 2, 3, 4, 4B, 5B Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 1 B, 2B, 3B, 6A-B, 7A-B, 8A-B, 9A. 9B, 9C Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 1, 2, 3, 4, 4B, 5B Common Bermudagrass: No Comment The following crop note applies to field(s): 1 B, 2B. 3B, 6A-B. 7A-B, 8A-B, 9A, 9B, 9C Common Bermudagrass: No Comment 813998 Database Version 3.1 Date Printed: 02-29-2012 Crop Note Page 1 of 1 5 000 a 000 3 000 2 000 1 000 •Ra .". ; .• • • 1' „!..! • „- 11 • • • • • '.4• • • . , • • • • • • . 4 • 't . • '14 r s • •,.. r • • .• • • ft. ! • • •,,,.. - r , 4 're r .1 • r r / 14 4 pi. •'.4, 1 ..... ‘ lb",•;-„'.;•. st, I- ,, ' t ? • i..• .,..•-•-1i• PL. • -i• A '...%...ri. • ''.1:••)*•.- • ... , :.1 . r. • ; ••:'; .• • • • . . *,•s. t% • /. • Paik.:41W44•11ray,k,...' •X'" py, .4; 4 ' • '• . . • •• • • t ••,. - . • . • Am'e•,..tt--. • ": • .• • • : • .1. •rr 11,1.f1(' t • •• , • , • P!. t 11 •••.'l• • t , • -4; a g' ' •P•-ta • ;;. • " - • . • • • , • t..1,,L,,/" .1'• V i .• : :Pf.fi .... 1:141:.:#•,1•'r:;4•',i.•1•.,1. i1,4.••,,j,;).,4.4..ri.4'-.'g4,.'.,:::'.',;•l'::; ,(.,';.i• i11;yr;)..:'I:.',•.1.%PI;,:e:l1:i:r:1',...;i'L'i:,;..ik:r1it"'fi.l,:PP.;'.'',*E.k,f 4.g,i•';,.1'': ,17f.:"':i•.;iJ:',i.r'''.t1!i,/iVl7i,t.1,) ;r•:f:it4iIh.:',li!f''k.''.4I./:1t'',o.f.1,,.1•;:q.11,'‘:';‘ ,):.1' .1:..1;t1::..,,.,.,:,P3ii(t!f;il:".':4f1..1.."1"r.i'4.iiii,1,.,.0 f',,f‘,,1(1i,:144;44' .,,...'1:1.41'11'-ig.a6l,''';'.,:7'.4..,.1;.'i7,,l,01.,.•:t:*4. .;.i ,i'',e1..' ,:',fi4,i2),..::f . %A.•it•',,1j:.I,,'.x•‘.)1./1l,r,:t' 'i:tkr!1:Ai:.)'1i'O41..i1,$(1 -::1It.;' l‘. :...,•;-.'i.4i1.1"I„iI:°:t:(it.')• ,SI).11.0:-.f,4,'' ,:'-.i.fA..•s:•,"j...':,•1.,k.,.;....;4..•.•t)..-_...'J,:i4.'!I.,4e•.;e,f4;:::.,'!;::,.•;,::l•,i„,. ;'e'ii..1.i•1 • .1:1::1411• ' •4:.t'::!'1. i:.1.•..1i:..'8 .,/4.*': i,.7.•, .';,.,'.1" i'.:.-''.'=.'.'.i•-•;t..':i-,.1j,-r't•'-,.:t.-)--,,.1.,-.',..1,-,1..1...,%-.,- • ..::•p..,!;.:.".4,3-•.i :..'•t1•: •'.; ': ::---:,-..'r, 3.1,-,,./.;,./,-•..,i,:•;•/':e,'•i:ri,i1•,•i71.•;14 •i., ;1.?i:•-;I,I7i,;_t•,..LA,7 ,•.,..1.,'.. 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Soil Map—Columbi knty, North Carolina (Jerry .,u son) til 34" 23' 45" 34'23'19" 695500 U CO rl 0 8 o r 0 695500 in N 4.4 to 695600 695600 695700 695700 695800 695800 695900 695900 Map Scale: 1:5,840 if printed on A size (8.5" x 11") sheet Meters 0 50 100 200 300 696900 696000 696100 696100 0 iSDA Natural Resources imill111 Conservation Service 300 600 1,200 Feet 1,800 696200 696200 Web Soil Survey National Cooperative Soil Survey 696300 696300 696400 696400 696500 696500 696600 696600 0, to 696700 8 • m 8 T • n 0 8 •n a w 34' 23' 44" 8 - 34' 23' 18" 896700% lv n N to n 10/31/2011 Page 1 of 3 Soil Map —Columbus County, North Carolina (Jerry Johnson) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Units Special Point Features vj Blowout X • X A St O O 0 Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot c3 Very Stony Spot y. Wet Spot i. Other Special Line Features Gully Short Steep Slope i Other Political Features 0 Cities Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads MAP INFORMATION Map Scale: 1:5,840 if printed on A size (8.5' x 11") sheet. The soil surveys that comprise your AOl were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Columbus County, North Carolina Survey Area Data: Version 11, Jul 16, 2009 Date(s) aerial images were photographed: 6/21/2006 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/31/2011 Page 2 of 3 Soil Map —Columbus County, North Carolina Jerry Johnson Map Unit Legend Columbus County, North Carolina (NC047) Map Unit Symbol GoA Map Unit Name Goldsboro fine sandy loam, 0 to 2 percent slopes Ly Lynchburg fine sandy loam Ra Rains fine sandy loam Totals for Area of Interest Acres in AOI 19.1 29.5 14.5 63.1 Percent of AOI 30.3% 46.7% 23.0% 100.0% (J I Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/31/2011 Page 3 of 3 EVERGREEN ELErTARY 9106544207 (1°44/14/03 03:S3am P. 002 noerator:Jerry Johnson II County: Columbus Distance to nearest residence (other 1. AVERAGE LIVE WEIGHT (ALW) O sows (farrow to finish) O sows (farrow to feeder) 3200 head (finishing only) O sows (farrow to wean) O head (wean to feeder) Describe other : than owner) : x 1417 lbs. x 522 lbs. x 135 lbs. x 433 lbs. x 30 lbs. Date: 10/31/95 >1500 feet Total Average Live Weight = 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 432000 lbs. ALW x Treatment Treatment Volume(CF)/lb. ALW Volume = 432000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME O lbs O lbs 432000 lbs O lbs O lbs 0 432000 lbs Volume(CF)/lb. ALW 1 CF/lb. ALW Inside top length (feet) Inside top width (feet) Top of dike elevation (feet) Bottom of lagoon elevation (feet) Freeboard (feet) Side slopes (inside lagoon) Total design volume using prismoidal SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 3.0 3.0 3.0 3.0 AREA OF TOP LENGTH * WIDTH = 294.0 249.0 AREA OF BOTTOM LENGTH * WIDTH = 226.8 181.8 AREA OF MIDSECTION LENGTH * WIDTH * 4 260.4 215.4 CU. FT. = (AREA TOP 73206.0 formula 300.0 255.0 50.6 38.4 1.0 3.0 : 1 LENGTH WIDTH DEPTH 294.0 249.0 11.2 73206 (AREA OF TOP) 41232 (AREA OF BOTTOM) 224361 (AREA OF + (4 *AREA MIDSECTION) + 224360.6 MIDSECTION * 4) AREA BOTTOM] 41232.2 * DEPTH/6 1.5 Tot, firJC rfnr. 1 17,,1 "++,^ e n n A n r+TT Trr 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 300.0 255.0 76500.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 76500.0 square feet Design temporary storage period to be 180 days. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 789120 gals. or 105497.3 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculatE the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount 180 days excess rainfall .- 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 44625.0 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot Volume = 47812.5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 105497 cubic feet 5B. 0 cubic feet 5C. 44625 cubic feet 5D. 47813 cubic feet TOTAL 197935 cubic feet 6. SUMMARY Temporary storage period Rainfall in excess of evaporation 25 year - 24 hour rainfall Freeboard Side slopes Inside top length Inside top width Top of dike elevation Bottom of lagoon elevation Total required volume Actual design volume Seasonal high watertable elevation Stop pumping elev. Must be > or = to the SHWT elev. Must be > or = to min. req. treatment el.=> Required minimum treatment volume Volume at stop pumping elevation Start pumping elev. > 48.9 Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 584612 Volume at start pumping elevation > 581974 Required volume to be pumped > 150122 Actual volume planned to be pumped > 148440 Min. thickness of soil liner when required==> 1.8 (SHWT)===> DA 180 7.0 7.5 1.0 3.0 300.0 255.0 50.6 38.4 629935 632425 46.5 46.7 46.5 44.4 432000 433534 days inches inches feet : 1 feet feet feet feet cu. ft. cu. ft. feet feet feet feet cu. ft. cu. ft. feet cu. ft. cu. ft. cu. ft. cu. ft. feet EVERGREEN E NTARY S106544207 4/14/03 0S:53am P. 00S 7. DESIGNED BY: � �/� APPROVED BY: DATE: _tooditietts.,. cAR017.,„ 4 SSio4 9 DATE: j0 p 4 ut 11/4 , 415 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN VAti•VOIA.°i1 COMMENTS:5 �Q%' l> C�r ssa 111111 /vim e /25 4-ev /# 7:4 tv - 3 *Note: Engineering approval is for minimum design standards and is based on pre -construction site and soils investigations. Technical specialist shall verify soils during construction, co with Engineer on any required modifications, and perform final as -built certification. Technical specialist is responsible for excavation calculations and nutrient management plan. Technical specialist to verify with owner/operator (1) all applicable setback distances, and (2) excavation of known tile drains in construction area before sitework begins. 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 after the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. *Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual 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 recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need 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 may 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. Management: 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 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 winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: 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 Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: Modification of the lagoon structure ---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels ---high levels are a safety risk. Failure to inspect and maintain the dam. Excess surface water flowing into the lagoon. Liner integrity ---protect from inlet pipe scouring, damage during. sludge removal, or ruptureifrom 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. SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year - 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not 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(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 48.9 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 46.7 . This temporary storage, less 25 yr- 24 hr storm, contains 150122 cubic feet or 1122915 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. -:=.. t o JAJ7y • EMERGENCY ACTION PLAN • PHONE,NUMBERS DWQ '1)0 595 3500 Y+MRC i CY E sI r SYSTEM 9I I • SWCD a3 / g NRcs 9/0 LIz 5"7o •• This plan will be irrplernented in the event that wastes from your operation are Ie.3an& overfowinr, or running off site. You should not wait until wastes reach sun ace waters or kyle your property to consider that you have a problem. You should make every Fort to ensure that this does not happen. This plan should be poked art accessible location for an erai;21fve attire facility The following are some ac ca items you should take. • . I. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A Lagoon overEow—.possible solutions are: a. Add soU to berm.. to inc: a .se elevation of darn. b. Pump waste to fields at an acceptable rate. c. Stop ail flows to the Lagoon immediately. d. Cal a pux pigg cont-actor. 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 ruroE d. Evaluate and eliminate the reasons) that caused the runoE e. Evaluate the appli on rates for the feeds where runoffoccurred. C. Lw.k : from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop Trion pump. c. Close valves to eliminate farther dischzr e. d. Repair all leaks prior to restarting pumps. • D. Lerge from flush systems, houses, solid separators -action include: a. Stop reryc=e pomp. b. Stop iriz. *on pump. c. Make sure ao siphon occurs. d. Stop all Mows in the house, flush systems, or solid separators. e. Repa•:r an leaks prior to restarag pumps. E. Le kr?e from base or sidewail of lagoon. Often this is seepage as opposed to flowing leas -possible action: a. Dig a small wen or ditch to catch all seepage, put in a submersible pump, and pump back to lagoon. b. Wholes 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 botom as soon as possible. 2. Assess there te.;t of the spill and note any obvious damages. a. Did the waster 'each any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, such as employee injury, fish kills, or property damage? d. Did the spat Ieave the property? e. Dees the spill have the potential to reach surface waters? £ Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off of the property)? h. How vouch reached surface waters? 3. Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional ofiice; Phone I i 5 After hours, emergency number. q 1 j 73 3 39 tzt, Your phone tail should include: your name, facility, telephone number, the details of the incident from item 2 above, the exact loci -don of the facility, the location or direction of movement of the spy • weather and wind conditions. The corrective measures that have been underfa --nand the seriousness of the sit.tadon. b. If spill lever property or enters surface waters, call local EMS Phone number 91 I. c. Instruct EMS to contact Ioczl Health Department d. Contact CES, phone number 1 4.:4 'FM, local SWCD office phone number ai 12 ? 3 '-/Y and local NRCS oEce for advice/technical assistance phone number J 4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Conti= the watractor ofyour choice to bet repair of problem to minimize a arz *o&-a_ 'mil L(_ //J off -site" G a. Coatrac ors Name: b. Coatracors Address: c. Contractors Phone: 6. Contac` the tecnicai spTaist who c-_. aed the Iagoort (NRCS, Consulting Fst ' eer a. Name: b. Phone: /AJ So,.) 4R.CC-7 eta Z9c, o fib 9!o 5o ?7o3 7. Iplemeat procures as advised by D WQ and technical assis`ance agencies to rectuy the air the system, and reassess the waste management plan to keep problems svirt t release of wastes from happening again. • • • blush Gutters • Accumulation of solids I.IUnuns and fits • Crnsts:II iulidi Excessive Vegetative • Decoying vegetation tit�ct�•Ilt t' 0 i\1ortallty 11•Ianagcrnclit'Methods (check which method(s) are be:irt implemented) Burial three feet beneath the surface of tltc n ' knowledge The �rourid within ?=1 Tours after _c of the death. 1 he burial must be at least 300 feet from l ny flowing stream or public body of water. Rendering at a render -in!! plant licensed under G.S. 106-163.7 0 Complete irncincration 0 In the case of dead poultry only, placinu in a disposal pit of a size and'dc approved by the Department of Agriculture design 0 Any lnctltod which in the professional opinion of the State Veterinarian would ntakc possible the s:tl�►a�,old I salvage of part of a dead animal's value without cndanscrin« human or animal health. (Written approval of the: State Veterinarian must be attached) Insect Control Checklist for Animal Operations - Cuuse 1lt111's lu Cuiitr it tl Inr�rls , Specific Specific I'rncticcs Liquid) Systems 0 Musk system is designed rind operated sufficiently to remove nct:utttul;ctecl scclicls fret» Cullers its designed. U Remove bridging of acctttuttlalccl sulicls pl l+Iis ,Icnrgu Miiintuin lugonns, settling busies and Fits tivlccru pest breeding is apparent to minimize Ilse crusting ofsolitls ton depllt ufno more than 6 - II incites over More Ihnul 30% afstu•fitce. I Maintain vegetative contul along honks or lagoons noel other impoundments to prevent nccutunI;IlIun or decoying vegetative smaller alum; tvutct's edge un impoundment's perimeter. ti • I •�; • • • Swine Farm Waste Management J �� Odor Col�it•ot Checiclisl Sei 1 �y..r .r.�r.re!!. W.•.. . 1 ae: CeeatSe 1100.0711111 es., �.- ... '""""" I1h11' •c1 I illII/ II/Willi • Swim l,iutlucliuu �( Site: SIMI:11e PracticestiPracticesIn Minimize (•)elnr N Animal burly sin I�lee�,sin laces • Ditty manure-covcreel animals hl;uulre callecliun hits Vcnttl.111a11 • eNI1;tusi rains • Volatile g;tses; lneluur surfaces Flush tanks Mush alleys Pit Ic1:hurge'mints I.III staIiiui ntllsitlu drain collection ur Juin:titttl boxes Dust • Dust • Wei uuuturc-covered floors L C1 egelniivc or wooded bufli:1s; Ilccollllllcllticd best management practices; Good Judgment and common sense I)ry floors X1 'Aimed floors; W;Ilerers lucaictl uvcr shined floors; Feeders ul high cntl of solid floors; Scrape manure buildup from floors; Cl Underfloor vcuiilntiolt fur drying • thine; heelueni mature removal byflush • ei�,I microbial _t - • •on or scrape; CI Underfloor ventilation • • Ai;iltlliltll of recycled l;Igao11 liquid tivllile lullks are filling • Agii;tliult during wash:water conveyance • Agitation of recycletd lagoon liquid Mani (tits are filling • A gilaiiun Hum big sump tank IiIIIII� and drinvduwu • Agilaiitllt dining wastewater Ct111veyallcu Ah1CJC • 1•ltrvulultcr Ile 1996, 1'uuu 3 f/ an maintenance; :fIICICIII 111r movement Wuslitluwn between gruttlts of unbinds; 0 Feed additives; 0 Feeder covert; CI - Neil delivery ihnvltsltutli cxtc1111ers Itl I•eetler coVCrS • L7 1:111s11 lank covers; CI !Wend fill lilies to near bottom ofl;tnl:s with 111111-si 111n1I vents C1 Underfloor flush %vitll underfloor vculil;tlinn CI lixientl lee:larl;e lilies It) near tutltettn ul'ltiis tviiIi mill-siltll m vciils CI Sump Wilk covers CI flux covers • •, • •• • • • • End of drainpipes ul !'good I.tagoun sua fuccs lariguliun sprinkler nozzles :;Ion�l;e I;n(k ur I,;rsln surface Settling basil' mil face hioome, sInfry or'sludge • spreader outlets Uncovered imlarinre, slurry or sludge on field sus faces I)cad nniul;als I)cu,I minim! disposal pits Inciucm;atums *Soong: y— .e.....r.. Cuusc • Agitation during wastewater cmrlvcynl1cc • Volatile gns emissions; • Iliuloglcnl mixing; • Agitallwn • I liglr pressure ugitatito; • Wind grin Nodal microbial decomposition; • Ivllxing while filling; • AgllaIIon %vkcn emptying • I';nlial microbial decomposition; • Mixingwhile filling; • • Agil;lilo11 when Cnll)iyirtg Agitation when sprending; Volatile gas emissions Volatile gas emission Is while drying • Carcass tletttIIlrosillnll - Cul Bass decomposition • Incomplete combustion • AMOC - November 11, 1996, Page .l IIXICIIII (Ii5Cllarga !Milli of pipes underneath Injoon liquid level Proper Iacono liquid cnlulcily; /Coated lagoon Multi!) procedures; -- IIviininuull surface men -to -volume rrlllo; ,1=1 1vlinl lllllll ll(;IIilI1011 W11C11.111111111II1g; CI Ivlct:hauled aeration; 1:1 Proven Iliologierd uddillvcs /1-1 hi iguiu till dry days with little or no wind; •Iv1111iIIIlllll recommended ()pernllllg liresstnc; unalr intake hcar 1;lcoon liquid surface; Cl Pomp front second -singe lagoon Cl Motion' or midlevel loading; El 'funk covers; Cl (lush' surface Innis of solids; Cl Proven biological additives or oxidants C1 Extend (hu(npipe mullets underr(cnIII liclni(1 level; n Remove settled solids regularly Cl Soil injection ufslutry/slmdgcs; CI Wusll.residual Immure front spreader idler use; Cl Proved biological additives or oxidants El Soil injection 01'31mry/sludges CI Soil incorporllli(nl within'111 hrs.; CI Spread in Ilan uniform layers for rapid (frying; CI Proven biological additives or oxidants Proper disposition (f cnrc;lsses Cl Complete covering of Carcasses in Ionia! hits; C1 Proper locnliou/crnsintetion ufdisposal pits 11111's 1 u 1111 n 1 n 1 f l c Odor �.,.,.�.,....�<—.........�...Y . Its ...II, t. ,. •..._,,........,,•- �.--... :file ;illl`l'IIIC I'I'aCIICCY C1 Secondary stack limners • Stiui•cr Standing hill ati111111l IucililiLs hi::llurt: tracked onto public mulls li nta frtrttt access • Additional ltlforntntion : Swine Manure hlarragctticut ; 02011 IltticlllMP Packet , Swine Production Punts Potential Odor Sources anti Remedies : 1 1)AIr Swint Production Facility Mrrnura MattngcIs1ctlt: Pit Recharge - LagoonI realet Sheet ; . Swine Production Facility Manure MttlltrgclltCttl: Underfloor Plush 7 rc.•ltrrtcttl I:UAIi 120-811 Lagoon Design Land hlanagement fur Livestock Manure Trenttttc It mid Lagoon I rcnlr11ct11; 03-83? 129-88 Calibration of Mrltmre null Wnstetvatcr Application Equipment ; r1�MMA StorageS •1 l.IlA1. 11I]-ll] Controlling Odors from Swim: Ilttlldings ; I'II I-]] Pact Street !Environmental Assurance Program ; NI'I'C Manual ()minus for Alanuglrlg Odor: rs report from litc Stvlitc Odor Tusk Pnrc Nuisance Concerns in Animal Manure Management: Odors mid Flies • ; a � IIt.S! I101p7, 199S Conference Proceedings Cuuso • Imp, °per drainage; • Microbial dccoutposilion of organic mutter • • Poorly maintained access roads 1I1111's In 111irdmIcc maul Cl Cirarle and landscape such Ural water drains away from facilities U e'tit11 access roar) unlitttt:tlailca • • ,,. ARK; • November I I, 1996, Page 5 • •• • • • • • • • • Sal Slrrrlllc 1'1attires • Avnllnble Prom : • NCSI1, County Extension Center NCS11- IIAI! NCSII - IIAI's NCSII - 11AIi l•iCSl1- IIAIi NCS1) -11AI! NCSII - Swint Extension NC Polk Producers Assaf: NCS11 Agri Crmltltttnlcntinns Florida Conpl:rntivu Extension • • • • ti • y= • •.1 i .• • • • • • • 1� • • i• . • • • 1i • • •i • • • • • • ,• • tt • • '. •. t • •• • •