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HomeMy WebLinkAbout310162_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 Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2019. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Farm Number: 31-0162 Certificate Of Coverage Number: AWS310162 2. Facility Name: Glade Ri& e 3. Landowner's Name (same as on the Waste Management Plan): Charles W Edwards 4. Landowner's Mailing Address: _ . _ __ Rd City: Beulaville State: NC Zip: 28518 an- 31.41 Telephone Number: 910-298_38'4i Ext. E-mail: 5. Facility's Physical Address: 1112 Cedar Fork Rd City: Beulaville State: NC Zip: 28518 6. County where Facility is located: Duplin 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC 10. Operator Name (OIC): Charles Winzell Edwards Jr. Phone No.: 910- 98=542'1 OIC #: 24120 3d'-9 31't9 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 6,120 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 APR 0 cl 2R19 Water Quality "tonal Operati ^" .' 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name 1 (SMALL) 2 (BIG) Estimated Date Built /91 Y 1/1/1994 Liner Type (Clay, Synthetic, Unknown) C Capacity (Cubic Feet) 5-72/)-r 77, 1-7? Estimated Surface Area (Square Feet) 71,003.00 87,120.00 Design Freeboard "Redline" (Inches) 19.50 19.50 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), sided b, 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 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name 1 (SMALL) 2 (BIG) Estimated Date Built /99Y 1/1/1994 Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) s-72/ . r 77SY79 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this as required by NC General Statutes 143-215.10C(d) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan Estimated Surface Area (Square Feet) 71,003.00 87,120.00 Design Freeboard "Redline" (Inches) 19.50 19.50 completed and signed application 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 RECEIVEWCDVIET APR 3 2,019 Watergadit Ream 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 $10,000 "or itnPrisonnient of not, more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name: Signature: Ct j N 104,T Title: `Vww4 Date: 9-G� 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: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 ROY COOPER Governor MICHAEL S. REGAN Secretory LINDA CULPEPPER Director NORTH CAROLINA Environmental Quality February 27, 2019 Charles W Edwards Glade Ridge 507 Cedar Forks Church Rd Beulaville, NC 28518 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available at httes://deu.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for permit coverage to the Division. Enclosed N,ou will fmd a "Request for Certificate of Coverage Facility Currently Covered by an Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned b■ April 3. 2019. Please note that you must include one ill copy of the Certified Animal Waste Manaegment Plan 1CAWMPI with the completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty . Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Enclosures cc (w/o enclosures): Sincerely, Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Wilmington Regional Office, Water Quality Regional Operations Section Duplin County Soil and Water Conservation District AFOG Section Central Files - AWS310162 Murphy -Brown LLC North Carolina Department of Environmental Quality 1 Diuision of Wetter Resources 5i2 t;.:,ss;sbury St. 11636 Mail Service Center I Rateifti, North Carolina 27699-1636 919.707 9000 Nutrient Management Plan For Animal Waste Utilization 06-22-2011 This plan has been prepared for: Glade Ridge Farm #1 31-162 Charles Edwards Jr. 507 Cedar Fork Church Rd Beulaville, NC 28518 910-298-5421 This plan has been developed by. Billy W Houston Duplin Soil & Water 165 Agriculture Dr. Suite B Kenansville, NC 28349 910-296-2120 Developer 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. e' 4 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: 6 �- 6 �.' Technical Specialist Signature Date 669963 Database Version 3 1 Date Printed: 06-22-2011 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 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Broadcast Incorporated Estimated Pounds of Plant Available Nitrogen Generated per Year 5227 8976 Injected 9885 Irrigated Year 1 Year 2 Max. Avail. PAN (lbs) * 5,681 5,681 5681 Actual PAN Applied (lbs) 8999 9844 PAN Surplus/ Deficit (lbs) -3,318 -4,163 Actual Volume Applied (Gallons) 3,594,634 Volume Surplus/ Deficit (Gallons) 3,932,295 -1,325,338 -1,662,999 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. 669963 Database Version 3.1 Date Printed: 06-22-2011 Source Page Page 1 of 1 Narrative This WUP has been rewritten to allow row cropping on all pulls. The rotation is a Corn,Wheat,Soybean with Green Manure(GM) cover following Soybeans to allow for a winter application if needed. The PAN allowed for the GM is 301bsN'Ac. The PAN on the corn crop has been reduced by 451bsN/Ac to allow for this application and additional residual from the prior bean crop. Gra;A .50i75hv-"^ "slay & 49s1-j.4%/toj 74s or ic 56,.,+,mer Crop i 4-6 W V P .see ftaJie,/ WUY Table i AA) s-/-ill reVAi A Q1n 6 /1✓+r Ie4 ae7 i c i e-tf 07' 3,201 000 J & Uf 4 P4 / " C`� n^ 0 ✓ �l J- r3 C/if1� 01:40 att1C.� c` /1-1 or2'. dot I ei cal etffoi c.het: ✓" aT i:01.4k 669963 Database Version 3.1 Date Printed: 06-22-2011 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 Surrunary Tract Total Field Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 7858 7858 1 3.80 I0 2.32 3.80, N/A 2.32 Rains N/A Rains 7858 11 4.54 4.54 N/A Foreston 7858 12 1.60 1.60 N/A Foreston 7858 13 4.24 4.24 N/A Foreston Small Grain Cover N/A Corn, Grain 125 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 37 bu. Small Grain Cover N/A Corn, Grain 125 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 37 bu. Small Grain Cover N/A Corn, Grain I20 bu. Wheat, Grain 55 bu. 34 bu. Small Grain Cover N/A Corn, Grain 120 bu. Soybeans, Manured, Double Crop Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Small Grain Cover Corn, Grain 7858 14 1.35 1.35 N/A Foreston N/A Tom' 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Small Grain Cover Corn, Grain 7858 3.80 3.80 N/A Rains 7858 4.14 4.14 N/A Foreston 669963 Database Version 3.1 Date Printed 6/22/2011 NOTE: Symbol * means user entered data. N/A 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Small Grain Cover N/A Com, Grain 125 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 37 bu. Small Grain Cover N/A Corn, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. PCS Page Page 1 of 2 Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 7858 4 3.12 3.12 N/A Foreston Small Grain Cover N/A r Com, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. 7858 5 4.14 4.14 NiA - Foreston Small Grain Cover N/A w Corn, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. 7858 6 2.83 2.83 N/A Foreston Small Grain Cover N/A Com, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. 7858 7 4.24 4.24 N/A Foreston Small Grain Cover N/A 1 Corn, Grain 120 bu. Wheat, Grain 55 bu, Soybeans, Manured, Double Crop 34 bu. 7858 r 8 2.61 2.61 NIA Foreston Small Grain Cover N/A Corn, Grain 120 bu. Wheat, Grain 55 bu. r Soybeans, Manured, Double Crop 34 bu. 7858 9 3.76 3.76 _ N/A Foreston Small Grain Cover N/A Com, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. PLAN TOTALS: 46.49 46.49 - LI Potential Leaching Technical Guidance 2 Low potential to contribute to soluble nutrient leaching below the root zone. None -i >— 2 & <= 10 Moderate potential to contribute to soluble nutrient leaching below the root zone. Nutrient Management (590) should be planned. > I0 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). 669963 Database Version 3.1 NOTE: Symbol * means user entered data. Date Printed 6/22/2011 PCS Page Page 2 of 2 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 bythe cropbeingnitrogenbeing supplied by manure or other by-products, g �1 grown and an estimate of the amount 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 Tract Field 7858 1 Source ID S7 Total Soil Series Acres Rains 3.80 Use. Acres 3.80 Small Grain Cover Crop Applic. RYE Period N/A 9/1-3/31 Nitrogen Comm. Res. PA Fert. (lbs/A) Nutrient Nutrient Req'd Applied (lbs/A) (lbs/A) *30 0 Applic. N Method 0 7858 1 7858 1 S7 S7 Rains 3.80 3.80 Corn, Grain Rains 3.80 3.80 Wheat, Grain 125 bu. 2/15-6/30 55 bu. 9/1-4/30 *156 0 *132 0 *45 0 7858 10 7858 10 7858 10 7858 11 7858 11 7858 11 7858 12 7858 12 7858 12 7858 13 7858 13 7858 13 S7 S7 v S7 1 S7 S7 S7 S7 S7 S7 S7 S7 S7 Rains 2.32 Rains 2.32 2.32iSmall Grain Cover 2.32 Corn, Grain N/A 9/1-3/31 125 bu. 2/15-6/30 *30 *156 0 0 0 *45 Irrig. Irrig. brig. Irrig. lrrig. Manure Liquid Solid PA ManureA Manure NutrienLA pplied Applied pplied (acre) (acre) (lbs/A) Liquid Solid Manure Manure Applied Applied (Field) (Field) 1000 gal/A Tons 9 3.59 0.00 1000 gals tons 13.66 0.00 111 44.34_ 0.00 79 31.64 0.00 9 168.48 0.00 120.22 0.00 3.59 0.00 111 44.34 0.00 Rains 2.32 Foreston 4.54 Foreston 4.54 2.32 Wheat, Grain 4.54 Small Grain Cover 4.54 Corn, Grain Foreston 4.54 Foreston 1.60 Foreston 1.60 55 bu. 9/1-4/30 N/A 9/1-3/31 L 120 bu. 2/15-6/30 4.54 Wheat, Grain 55 bu. 9/1-4/30 1.60 Small Grain Cover N/A 9/1-3/31 1.60 Com, Grain Foreston 1.60 1.60 Wheat, Grain Foreston 4.24 4.24 Foreston 4.24 Foreston 4.24 Small Grain Cover Corn, Grain 4.24 4.24 Wheat, Grain *132 *30 i *150 *132 *30 120 bu. 2/15-6/30 55 bu. 9/1-4/30 *132 N/A 9/1-3/31 120 bu. 2/15-6/30 55 bu. 9/1-4/30 *150 *30 0 0 0 0 0 0 0 0 *150 0 *132 0 0 0 *45 0 0 *45 0 0 *45 0 7858 14 S7 Foreston 1.35 1.35 Small Grain Cover 66996)1 Database Version 3.1 Date Printed: 6/22/2011 1 N/A 9/1-3/31 *30 0 0 Irrig. lrrig. brig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Img. Irrig. 79 9 31.64 0.00 3.59 0.00 105 41.94 0.00 79 31.64 0.00 9 3.59 0.00 105 41.94 0.00 7 0.00 91 . 31.64 9 3.59 0.00 105 41.94 0.00 79 31.64 0.00 9, 3.59 0.00 8.34 0.00 102.86 0.00 73.40 0.00 16.32 0.00 190.41 0.00 143.63 0.00 5.75 0.00 67.11 0.00 50.62 0.00 15.24 0.00 177.83 0.00 134.14 0.00 4.85 0.00 WUT Page Page 1 of 6 Waste Utili Table ear 1 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (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 7858 14 S7 Foreston 1.35 1.35 Corn, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 56.62 0.00 7858 14 S7 Foreston 1.35 1.35 Wheat, Grain 55 bu_ 9/1-4/30 *132 0 0 brig. 79 31.64 0.00 42.71 0.00 7858 2 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 13.66 0.00 7858 2 S7 Rains 3.80 3.80 Corn, Grain 125 bu. 2/15-6/30 *156 0 *45 Irrig. 111 44.34 0.00 168.48 0.00 7858 2 S7 Rains 3.80 3.80 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 120.22 0.00 7858 3 S7 Foreston 4.14 4.14 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 14.88 0.00 7858 1 3 S7 Foreston 4.14 4.14 Com, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 173.64 0.00 7858 3 S7 Foreston 4.14 4.14 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 130.97 0.001 7858 4 S7 Foreston 3.12 3.12 Small Grain Cover N/A 9/1-3/31 *30 0 0 lrrig. 9 3.59 0.00 11.22 0.00 7858 4 S7 Foreston 3.12 3.12 Corn, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 130.86 0.00 7858 4 S7 Foreston 3.12 3.12 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 98.70 0.00 7858 5 S7 Foreston 4.14 4.14 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 14.88 _ 0.00 7858 5 S7 Foreston 4.14 4.14 Com, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 173.64 0.00 7858 5 S7 Foreston 4.14 4.14 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 69 27.56 0.00 114.10 0.00 7858 6 _ S7 Foreston 2.83 2.83 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 10.17 0.00 7858 6 S7 Foreston 2.83 2.83 Corn, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 118.69 0.00 7858 6 S7 Foreston 2.83 2.83 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 79 31.64 0.00 89.53 0.00 7858 7 S7 Foreston 4.24 4.24 Small Grain Cover N/A 9/1-3/31 *30 0 0 lrrig. 9 3.59 0.00 15.24 0.00 7858 7 S7 Foreston 4.24 4.24 Corn, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 177.83 0.00 7858 7 S7 Foreston 4.24 4.24 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 lrrig. 79 31.64 0.00 134.14 0.00 7858 8 S7 ,Foreston 2.61 2.61 Small Grain Cover N/A 9/1-3/31 *30 0 0 Irrig. 9 3.59 0.00 9.38 0.00 7858 8 S7 Foreston 2.6I 2.61 Corn, Grain 120 bu. 2/15-6/30 *150 0 *45 Irrig. 105 41.94 0.00 109.47 0.00 669963 Database Version 3.1 Date Printed: 6/22/2011 WUT Page Page 2 of 6 Waste Utilization Table Year 1 Tract 7858 7858 7858 7858 Field 8 9 9 9 Source ID S7 S7 S7 S7 Soil Series ,Foreston Foreston Foreston Foreston Total Acres 2.61 3.76 3.76 3.76 Use. Acres 2.61 3.76 3.76 3.76 Wheat, Grain Small Gram Cover Com, Grain Wheat, Grain Crop RYE 55 bu. N/A 120 bu. Applic. Period 9/1-4/30 9/1-3/31 2/15-6/30 Nitrogen PA Nutrient Req'd (lbs/A) Con Fe. Nutc App (lbs N *132 *30 *150 55 bu. 9/1-4/30 *132 Notes: I. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 669963 Database Version 3.1 Date Printed: 6/22/2011 im. n• tent lied /A) 0 0 Res. (Ibs/A) Applic. Method Manure PA NutriencA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (FiCld). 1 N N 1000 gal/A Tons 1000 gals tons 0 Irrig. 79 31.64 0.00 82.57 0.00 0 Irrig. 9 3.59 0.00 13.52 0.00 *45 brig. 105 41.94 0.00 157.70 0.00 0 _ Irrig. 79 31.64 _ 0.00 118.95 0.00 Total Applied, 1000 gallons 3,594.63 Total Produced, 1000 gallons 2,269.30 Balance, 1000gallons -1,325.34 Total Applied, tons 0.00 Total Produced, tons Balance, tons 0.00 0.00 WUT Page Page 3 of 6 Waste Uti: n Table ) Year 2 j Liquid Manure Applied (Field) Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nilrugen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (lbs/A) liquid ManureA pplied (acre) Solid Manure Applied (acre) Solid - Manure Applied (Field) - N N N N 1000 gal/A Tons 1000 gals tons 4.� 7858 1 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 *0 lrrig. 21 8.39 0.00 31.88 i 0.00 7858 1 S7 Rains 3.80 3.80 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 80.14 0.00 7858 1 S7 Rains 3.80 3.80 Soybeans, Manured, Double Crop 37 bu. *4/1-9/30 *148 0 0 Irrig. 148 59.12 0.00 224.65 0.00 7858 10 S7 Rains 2.32 2.32 Small Grain Cover N/A 9/1-3/31 *30 0 *0 lrrig. 21 8.39 0.00 19.46 0.00 7858 10 S7 Rains 2.32 2.32 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 48.93 0.00 7858 10 S7 Rains 2.32 2.32 Soybeans, Manured, Double Crop 37 bu. *4/1-9/30 *148 0 0 Irrig. 148 59.12 0.00 137.15 0.00 7858 11 S7 Foreston 4.54 4.54 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 38.08 0.00 7858 11 S7 Foreston 4.54 4.54 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 brig. 53 21.09 0.00 95.75, 0.00 7858 11 S7 Foreston 4.54 4.54 Soybeans, Manured, Double Crop 34 bu. *4/1-9/30 *136 0 0 brig. 136 54.32 0.00 246.63 0.00 7858 12 S7 Foreston 1.60 1.60 Small Grain Cover N/A 9/1-3/31 *30 0 *0 hrig. 21 8.39 0.00 13.42 0.00 7858 12 S7 Foreston 1.60 1.60 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 hrig. 53 21.09 0.00 33.74 0.00 7858 12 S7 Foreston 1.60 1.60 Soybeans, Manured, Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 86.92 0.00 7858 13 S7 Foreston • 4.24 4.24 Small Grain Cover N/A 9/1-3/31 *30 0 *0 hrig. 21 8.39 0.00 35.57 0.00 7858 13 S7 Foreston 4.24 4.24 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 89.42 0.00 7858 13 S7 Foreston 4 24 4.24 Soybeans, Manured, Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 230.33 0.00 7858 14 S7 Foreston 1.35 1.35 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 11.32 0.00 7858 14 S7 Foreston 1.35 1.35 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig_ 53 21.09 0.00 28.47 0.00 7858 14 S7 Foreston 1.35 1.35 Soybeans, Manured, Double Crop 34 bu. *4/1-9/30 *136 0 0 Irrig. 136 54.32 0.00 73.34 0.00 7858 2 S7 Rains 3.80 3.80 Small Grain Cover N/A 9/1-3/31 *30 0 *0 !trig. 21 8.39 0.00 31.88 0.00 7858 2 S7 Rains 3.80 3.80 Wheat, Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 80.14 0.00 7858 2 S7 Rains 3.80 3.80 Soybeans, Manured, Double Crop 37 bu. *4/1-9/30 *148 0 0 Irrig. 148 59.12 0.00 224.65 0.00 7858 3 S7 Foreston 4.14 4.14 Small Grain Cover N/A 9/1-3/31 *30 0 *0 Irrig. 21 8.39 0.00 34.73 0.00 669963 Database Version 3.1 Date Printed: 6/22/2011 WUT Page Page 4 of 6 Waste Utilization Table Tract Field Source ID Soil Series Total Acres Use. Acres 7858 3 S7 Foreston 4.14 4.14 Wheat, Grain 7858 3 S7 Foreston 4.14 4.14 Soybeans, Manured, I 7858 4 S7 Foreston 3.12 3.12 Small Grain Cover 7858 4 S7 Foreston 3.12 3.12 Wheat, Grain 7858 4 S7 Foreston 3.12 3.12 Soybeans, Manured, [ 7858 5 S7 Foreston 4.14 4.14 Small Grain Cover 7858 5 S7 Foreston 4.14 4.14 Wheat, Grain 7858 5 S7 Foreston 4.14 4.14 Soybeans, Manured, r 7858 6 S7 Foreston 2.83 2.83 Small Grain Cover 7858 6 S7 Foreston 2.83 2.83 Wheat, Grain 7858 ' 6 S7 Foreston 2.83 2.83 Soybeans, Manured, r 7858 7 S7 Foreston 4.24 4.24 Small Grain Cover 7858 7 S7 Foreston 4.24 4.24 Wheat, Grain 7858 7 S7 Foreston 4.24 4.24 Soybeans, Manured, C 7858 8 S7 Foreston 2.61 2.61 Small Grain Cover 7858 8 S7 Foreston 2.61 2.61 4- Wheat, Grain 7858 8 S7 Foreston 2.61 2.61 Soybeans, Manured, D 7858 9 S7 Foreston 3.76 3.76 Small Grain Cover 7858 9 S7 Foreston 3.76 3.76 Wheat, Grain 7858 9 S7 Foreston 3.76 3.76 Soybeans, Manured, D 669963 Database Version 3.1 Year 2 Crop ouble Crop RYE 55 bu. 34 bu. Applic. Period 9/1-4/30 *4/1-9/30 Nitrogen Comm. Res. PA Fen. (lbs/A) Nutrient Nutrient Req'd Applied (lbs/A) (lbs/A) N *132 *136 Applic. N N Method 0 0 O 0 lrrig. Manure Liquid Solid PA ManureA Manure NutrientA pplied Applied pplied (acre) (acre) (lbs/A) Liquid Manure Applied (Field) Solid Manure Applied (Field) N 53 136 1000 gal/A 21.09 54.32 Tons 0.00 0.00 1000 gals 87.31 224.90 tons 0.00 0.00 N/A 9/1-3/31 *30 0 *0 lrrig. 21 8.39 0.00 26.17 0.00 ouble Crop 55 bu. 34 bu. N/A 9/1-4/30 *4/1-9/30 9/1-3/31 *132 *136 *30 O 0 0 0 0 *0 Irrig. Irrig. Irrig. 53 136 21 21.09 54.32 8.39 0.00 0.00 0.00 65.80 169.49 34.73 0.00 0.0ii 0.00 ouble Crop 55 bu. 34 bu. 9/1-4/30 *4/1-9/30 *132 *136 O 0 0 0 Irrig. Irrig. 46 136 18.37 54.32 0.00 0.00 76.07 224.90 0.00 0.00 ouble Crop N/A 9/1-3/31 *30 0 *0 brig. 21 8.39 0.00 23.74 0.00 55 bu. 34 bu. N/A 9/1-4/30 *4/1-9/30 9/1-3/31 *132 *136 *30 0 0 0 0 0 *0 Irrig. Irrig. 53 136 21 21.09 54.32 8.39 0.00 0.00 0.00 59.69 153.74 35.57 0.00 0.00 0.0 55 bu. 9/1-4/30 *132 0 0 Irrig. 53 21.09 0.00 89.42 0.00 ouble Crop 34 bu. N/A 55 bu. *4/1-9/30 9/1-3/31 9/1-4/30 *136 *30 *132 0 0 0 *0 0 0 Irrig. brig. Irrig. 136 21 53 54.32 8.39 21.09 0.00 0.00 0.00 230.33 21.89 55.05 0.0 0.00 0.00 ouble Crop uble Crop 34 bu. N/A 55 bu. 34 bu. *4/1-9/30 9/1-3/31 9/1-4/30 *4/1-9/30 *136 *30 *132 *136 0 0 0 *0 0 0 0 0 Irrig. Irrig. brig. -4- Irrig. 136 21 53 136 54.32 8.39 21.09 54.32 0.00 0.00 0.00 0.00 141.79 31.54 79.30 204.26 0.00 0.00 0.00 0.00 Date Printed: 6/22/2011 WUT Page Page 5 of 6 Waste Uti. )n Table Year 2 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Penod Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liqu• id Manure Applied (Field) Soli& Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons Total Applied, 1000 gallons 3,932.29 Total Produced, 1000 gallons 2,269.30 Balance, 1000 gallons -1,663.00 Total Applied, tons 0.00 Total Produced, tons 0.00 Balance, tons 0.00 Notes: 1 In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 669963 Database Version 3.1 Date Printed: 6/22/2011 WUT Page Page 6 of 6 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) 7858 r 1 r Rains 0.40 1.0 7858 10 Rains 0.40 1.0 7858 11 Foreston 0.50 1.0 7858 12 Foreston 0.50 1.0 7858 13 Foreston 0.50 1.0 7858 14 Foreston .0.50 1.0 7858 2 Rains 0.40 1.0 7858 3 Foreston 0.50 1.0 7858 4 Foreston 0.50 1.0 7858 5 Foreston 0.50 1.0 7858 6 Foreston 0.50 1.0 7858 7 Foreston 0.50 1.0 7858 8 Foreston 0.50 1.0 7858 9 Foreston 0.50 1.0 669963 Database Version 3.1 Date Printed 6/22/2011 IAF Page Page 1 of 1 NOTE: Symbol * 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 concem. Lagoon Sludf?e Nitrogen Utilization Table Crop i Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres I 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.161 30.69 61.38 92.07 Hay 6 ton R.Y.E. 300 26.32 I 15.34 30.69 46.03 Soybean 40 bu 160 14.04 I 28.77 57.54 86.31 669963 Database Version 3.1 Date Printed: 06-22-2011 Sludge Page Page 1 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 Capacity Source Name Swine Feeder -Finish Lagoon Li,.uid Design Storage Capacity (Days) Start Date 9/1 180 Plan Year Month Available Storage Capacity (Days) * - 1 1 r 100 1 2 144 1 3 180 1 4 180 1 5 180 1 6 180 1 7 149 1 8 118 1 9 127 1 10 135 1 11 144 1 12 180 2 1 180 2 2 180 2 3 180 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 158 2 11 _ 150 2 12 _ 141 * Available Storage Capacity is calculated as of the end of each month. 669963 Database Version 3,1 Date Printed: 06-22-2011 Capacity Page Page 1 of 1 ) Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (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 7858 1 S7 Rains 3.80 3.80 Sorghum, Grain 60 CWT 3/15-8/31 *150 0 *15 brig_ 135 53.93 0.00 204.91 0.00 7858 10 S7 Rains 2.32 2.32 Sorghum, Grain 60 CWT 3/15-8/31 *150 0 *15 lrrig. 135 53.93 0.00 125.11 0.00 7858 11 S7 Foreston 4.54 4.54 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 223.06 0.00 7858 12 S7 Foreston 1.60 1.60 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 78.61 0.00 7858 13 S7 Foreston 4.24 4.24 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 208.32 0.00 7858 14 S7 Foreston 1.35 1.35 Sorghum, Grain 55 CWT 3/15-8/31 *13g 0 *15 Irrig. 123 48.73 0.00 65.79 0.00 7858 2 S7 Rains 3.80 3.80 Sorghum, Grain 60CWT 3/15-8/31 *150 0 *15 Irrig. 135 53.93 0.00 204.91 0.00 7858 3 S7 Foreston 4.14 4.14 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 brig. 123 49.13 0.00 203.40 0.00 7858 4 S7 Foreston 3.12 3.12 Sorghum, Grain 55 ('WT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 153.29 0.00 7858 5 S7 Foreston 4.14 4.14 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 203.40 0.00 7858 6 S7 Foreston 2.83 2.83 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0_00 139.04 0.00 7858 7 S7 Foreston 4.24 4.24 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 lrrig. 123 49.13 0.00 208.32 0.00 7858 8 S7 Foreston 2.61 2.61 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 128.23 0.00 7858 9 S7 Foreston 3.76 3.76 Sorghum, Grain 55 CWT 3/15-8/31 *138 0 *15 Irrig. 123 49.13 0.00 184.73 0.00 Total Applied, 1000 gallons 2,331.12 Total Produced, 1000 gallons 2.269.30 Balance, 1000 gallons -61.82 Total Applied, tons 0.00 Total Produced, tons 0.00 Balance, tons 0.00 Notes: 1. In the tract column, -- symbol means leased, otherwise. owned. 2. Symbol * means user entered data. Prtview- Database Version 3.1 Date Printed: 6/1/2012 W U T Page Page 3 of 5 I Version —November 26, 2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table. Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). Any method which, in the professional opinioniof the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must bedone 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. Signre of Farm Own/Manager Signature of Technical Specialist Date 3 Date 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. 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. 1 3 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 your choice to begin repair or problem to minimize off - site damage. a. Contractors Name: �e4- ir,,,.e 6 Lad ,,eiru,p,,,,a„f b. Contractors Address: /6/3 ►Vc. Nwy Lit N, Pink 14iit f NL c. Contractors Contractors Phone: ai u - ,�q�_ 3rt5 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: M.•rpiv Foots i1.1 b. Phone: Pk -.XI it 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 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. *Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual 9 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. m Overflow frothe 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 Q 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. DPP 032019 WeterQuality rasafer oOperationsSeciiorn 3 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: . • 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 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. INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of`solids Wush system is designed and operated sufficiently to remove accumulated soilds from gutters as designed. (-)-Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30% of surface. Excessive Vegetative Decaying vegetation Growth (.)—aintain vegetative control along banks of 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 and feed wastage () Eliminate low area that trap moisture along fences 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 7,2711)70, so' Dry Manure Handling Accumulations of animal wastes Systems () Remove spillage on a routine basis (e.g. 7-10 day 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. The issues checked (4-pertain to this operation. The landowner/integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. it 3 - 9-ip (Landowner Signature) G [a dr_ R. I c Fates, Farm Name) 31-1G2 (Facility Number) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. "AMIC--November 11, 1996 `-' Source SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Cause BMP's to Minimize Odor Farmstead Animal body surfaces Swine production Dirty manure -covered animals (-legetative or wooded buffers; (.Yf ecommended best management � �practices; (.YOood judgment and common sense (4.10'ry floors Floor surfaces Wet manure -covered floors Site Specific Practices () Slotted floors; () Waterers located over slotted floors; (-seders at high end of solid floors; (-I/Scrape manure buildup from floors; () Underfloor ventilation for drying Manure collection pits Urine Parital micorbial decomposition (- requent manure removal by flush,pit recharge,or scrape () Underfloor ventilation Ventilation exhaust fans Volatile gases; Dust Indoor surfaces slush tanks Flush alleys Dust (n maintenance; (4•1`fficient air movement (-}'Washdown between groups of animals () Feed additives; () Feeder covers; () Feed delivery downspout extenders to feeder covers Agitation of recycled lagoon liquid whiles tanks are filling () Flush tank covers () Extend fill lines to near bottom of tanks with anti -siphon vents Agitation during wastewater conveyanance Pit recharge points () Underfloor flush with underfloor ventilation Agitation of recycled lagoon liquid while pits are filling Lift stations () Extend rechard lines to near bottom of pits with anti -siphon vents Agitation during sump tank filling and drawdown ( ) Sump tank covers Outside drain collection Agitation during wastewater or junction boxes conveyance () Box ' 'vers End of drainpipes at lagoon Agitation during wastewater _xtend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions Biological mixing Agitation Irrigation sprinkler nozzles High pressure agitation Wind draft AMOC--November 11, 1996 (.)Proper lagoon liquid capacity (¢•dorrect lagoon startup procedures (,),Minimum surface area -to -volume ratio ( YMinimum agitation when pumping () Mechanical aeration () Proven biological additives (`)'irrigate on dry days with little or no wind ( )/Minimum recommended operation pressure ( ) Pump intake near lagoon liquid surface () Pump from second -stage lagoon Storage tank or basin surface Partial microbial decomposition Mixing while filling Agitation when emptying () Bottom or midlevel loading () Tank covers () Basin surface mats of solids () Proven biological additives or.oxidants Settling basin surface Partial micobial decomposition Mixing while filling Agitation when emptying () Extend drainpipe outlets underneath liquid level () Remove settled solids regularly Manure, slurry or sludge Agitation when spreading spreader outlets Volatile gas emissions (Koil injection of slurry/sludges (-)'Nash residual manure from spreader after use () Proven biological additives or oxidants Uncovered manure, slurry or sludge on field surfaces Volatile gas emissions while drying Dead animals Dead animal disposal pits Carcass decomposition Carcass decomposition (4 oil infection of slurry/sludges (4 Soil incorporation within 48 hours ()'Spread in thin uniform layers for rapid drying () Proven biological additives or oxidants (4...roper disposition of carcasses () Complete covering of carcasses in burial pits () Proper location/construction of disposal pits Incinerators Incomplete combustion () Secondary stack burners Standing water around facilities Improper drainage Microbial decomposition of organic matter Manure tracked onto public Poorly maintained access roads .iads from farm access Additional Information: (-}'Grade and landscape such that water drains away from facilities (91arm access road maintenance Available From: Swine Manure Management; 0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 Swine Productioh Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 Lagoon Desig and Management for Livestock•Manure Treatment and Storage; EBAE 103-83 Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet Controlling Odors from Swine Buildings; PIH-33 Environmental Assuranc Program: NPPC Manual Options for Managing Odor; a report from the Swine Odor Task Force Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings NCSU-County Extension Center NCSU-BAE NCSU-BAE NCSU-BAE NCSU-BAE NCS U-BAE NCSU-Swine Extension NC Pork Produces Assoc NCSU Agri Communications Florida Cooperative Extension The issues checked (`) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Landowner Signature) AMOC--November 11, 1996 Operator: Glade Ridge rl County: Duplin Date: 06/15/04 Distance to nearest residence (other than owner): 0 0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 2448 head (finishing only) x 135 lbs. = 330480 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other : 0 Total Average Live Weight = 330480 lbs 2 MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 330480 lbs. ALW x Treatment Volume(CF)/lb ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 330480 cubic feet 3 STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.o cubic feet 4. TOTAL DESIGNED VOLUME 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 formula 308 0 231.0 49.5 37.5 1.0 3.0 : 1 SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 302.0 225.0 11.0 AREA OF TOP LENGTH * WIDTH = 302.0 225.0 AREA OF BOTTOM LENGTH * WIDTH = 236.0 159.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 269,0 192.0 67950 (AREA OF TOP) 37524 (AREA OF BOTTOM) 206592 (AREA OF MIDSECTION * 4) CU FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 67950.0 206592.0 37524.0 5 TEMPORARY STORAGE REQUIRED 1 8 Total Designed Volume Available = 572121 CU. FT APR m32019 WaterQuality DRAINAGE AREA; Lagoon (top of dike) Length * Width = 308.0 231.0 71148 0 square feet Buildings (roof and lot water) 0.0 square feet TOTAL DA 71148.0 square feet Design temporary storage per:riod to b e 180 days 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb ALW 1 37 Describe this area. Volume = 330480 lbs. ALW/135 lbs. ALW * 1.37 gal/day Volume = 603677 gals. or 80705.5 cubic feet 5B. Volume of wash water 180 days 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 Volume = 7.0 in * DA / 12 inches per foot Volume = 41503.0 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 44467.5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A 80705 cubic feet 5B. 0 cubic feet 5C 41503 cubic feet 5D 44468 cubic feet TOTAL 166676 cubic feet 7.0 inches 6, SUMMARY Temporary storage period > 180 Rainfall in excess of evaporation > 7.0 25 year - 24 hour rainfall > 7,5 Freeboard > 1.0 Side slopes > 3,0 Inside top length > 308.0 Inside top width > 231,0 Top of dike elevation > 49,5 Bottom of lagoon elevation > 37.5 Total required volume > 497156 Actual design volume > 572121 Seasonal high watertable elevation (SHWT)===> 43.0 Stop pumping elev. > 45.9 Must be > or = to the SHWT elev. > 43.0 Must be > or = to min. req. treatment el.=> Required minimum treatment volume Volume at stop pumping elevation > Start pumping elev. > Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 527654 cu. ft. Volume at start pumping elevation Required volume to be pumped Actual volume planned to be pumped Min. thickness of soil liner when required==> 7. DESIGNED BY: DATE: 6-/S PPROVED BY: DATE: NOTE: SEE ATTACHED W_ STE UTI-.IZATION PLAN / -: , . c COMMENTS: 43.5 330480 402933 47.8 days inches inches feet : 1 feet feet feet feet cu. ft cu. ft. feet feet feet feet cu. ft. cu. ft. feet > 525327 cu. ft. > 122208 cu. ft. > 122394 cu. ft. 1.8 feet W w Operator: Glade Ridge #2 County; Duplin Date: 06/15/04 Distance to nearest residence (other than owner): 0 0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 3672 head (finishing only) x 135 lbs. = 495720 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other : 0 Total Average Live Weight = 495720 lbs 2 MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 495720 lbs, ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 495720 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0,0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) 330.0 Inside top width (feet) 265,0 Top of dike elevation (feet) 52.5 Bottom of lagoon elevation (feet) 39.5 Freeboard (feet) 1.0 Side slopes (inside lagoon) 3.0 : 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 324.0 259 0 12,0 AREA OF TOP LENGTH * WIDTH = 324.0 259.0 AREA OF BOTTOM LENGTH * WIDTH = 252.0 187.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 288.0 223.0 83916 (AREA OF TOP) 47124 (AREA OF BOTTOM) 256896 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 83916.0 256896,0 47124.0 5 TEMPORARY STORAGE REQUIRED 2,0 Total Designed Volume Available = 775872 CU FT. DRAINAGE AREA Lagoon (top of dike) Length * Width = 330.0 265,0 87450 0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 87450,0 square feet Design temporary storage per:riod to b e 180 days 5A Volume of waste produced Feces & urine production in gal./day per 135 lb ALW 1 37 Volume = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 905515 gals or 121058.2 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 Volume = 7.0 in * DA / 12 inches per foot Volume = 51012.5 cubic feet 5D Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 54656.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 121058 cubic feet 5B. 0 cubic feet 5C. 51013 cubic feet 5D. 54656 cubic feet TOTAL 226727 cubic feet 7.0 inches 6, SUMMARY Temporary storage period > 180 days Rainfall in excess of evaporation > 7,0 inches 25 year - 24 hour rainfall > 7.5 inches Freeboard > 1.0 feet Side slopes > 3.0 : 1 Inside top length > 330.0 feet Inside top width > 265,0 feet Top of dike elevation > 52,5 feet Bottom of lagoon elevation > 39,5 feet Total required volume > 722447 cu, ft. Actual design volume > 775872 cu. ft. Seasonal high watertable elevation (SHWT)===> 47.0 feet Stop pumping elev. > 48.6 feet Must be > or = to the SHWT elev. > 47.0 feet Must be > or = to min. req. treatment el,=> 45.5 feet Required minimum treatment volume > 495720 cu, ft. Volume at stop pumping elevation > 546932 cu. ft Start pumping elev. > 50,8 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 721216 cu. ft Volume at start pumping elevation > 720430 cu. ft. Required volume to be pumped > 172071 cu. ft. Actual volume planned to be pumped > 173498 cu. ft. Min. thickness of soil liner when required==> 1.9 feet 7 DESIGNED BY: DATE. APPROVED BY: DATE. NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS __