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HomeMy WebLinkAbout740038_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 Perrnittee. 1. Farm Number: 74-0038 Certificate Of Coverage Number: 2. Facility Name: Sam Worthington Farm 3. Landowner's Name (same as on the Waste Management Plan): Randall Spain 4. Landowner's Mailing Address: 1131 Galloway Rd City: Grimesland State: NC Telephone Number: 252-758-8088 Ext. E-mail: 5. Facility's Physical Address: NC Hwy 33 E City: Grimesland State: 6. County where Facility is located: Pitt 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): 10. Operator Name (OIC): Randall Spain 11. Lessee's Name (if there is not a Lessee, write "None"): NC Billy Joe Mills 252-341-2452 Ext. Murphy -Brown LLC Phone No.: 252-758-8088 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine - Wean to Finish 3,099 Operation Types: Swine Cattle Dry Poultry Wean to Finish Dairy Calf Non Laying Chickens Wean to Feeder Dairy Heifer Laying Chickens Farrow to Finish Milk Cow Pullets Feeder to Finish Dry Cow Turkeys 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 AWS740038 Zip: 27837-9127 Zip: 27837 OIC #: 19769 Other Types Horses - Horses Horses - Other Sheep - Sheep Sheep - Other 13, Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) 1 7/9/1997 84,071.00 19.00 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with .NC General Statutes 143-215.6A and 143-215.613, any person,.who .knowingly, makes any false statement, representation, or .certification in any application may be subject to : civil, penalties -up., to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name: & t d c, ff 4 = � Title: bi/v t/� _ o, Signature: 4ry Date: 3 " / 9 V —1 Name: Signature: Title: 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 Gover)lor MICHAEL S. REGAN Secretary LINDA CULPEPPER Vinylor NORTH CAROLINA, Environmental Quality February 27, 2019 Randall Spain Sam Worthington Farm 1131 Galloway Rd Grimesland, NC 27837-9127 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an Expiring State Non -Discharge General Permit." The a,.gplication form must be completed, signed and returned by April 3, 2019. Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on wage 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Sincerely, A �I- - -- Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Enclosures cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section Pitt County Soil and Water Conservation District AFOG Section Central Files - AWS740038 Murphy -Brown LLC qm Swine Farm Waste Management Odor Control Checklist finnrrP Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production UVegetative or wooded buffers M Recommended best management practices Good judgment and common sense Animal body • Dirty manure -covered ry floors surfaces animals Floor surfaces • Wet manure -covered floors EY81otted floors 0,-Cterers located over slotted floors O Feeders at high end of solid floors M-'Scrape manure buildup from floors O Underfloor ventilation for drying Manure collection • Urine Frequent manure removal by flush, pit recharge, pits • Partial microbial or scrape decomposition O Underfloor ventilation Ventilation exhaust • Volatile gases ;CT'F aintenance fans • Dust air movement Indoor surfaces • Dust Flush tanks Agitation of recycled lagoon liquid while tanks are filling Flush alleys Agitation during wastewater conveyance AMOC - November 11, 1996, page 1 W4§hdown between groups of animals Feed additives 0 Fee er covers Pl­eed delivery downspout extenders to feeder covers 0 Flush tank covers O Extend fill lines to near bottom of tanks with anti -siphon vents O Underfloor flush with underfloor ventilation Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with liquid while pits are filling anti -siphon vents Lift stations • Agitation during sump tank O Sump tank covers filling and drawdown Outside drain • Agitation during wastewater O Box covers collection or junction conveyance boxes End of drainpipes • Agitation during wastewater 0 Extend discharge point of pipes underneath at lagoon conveyance la oon liquid level Lagoon surfaces • Volatile gas emissions er lagoon liquid capacity �;_CCrZorrect • Biological mixing lagoon startup procedures • Agitation 0 Minimum surface area -to -volume ratio 0 Minimum agitation when pumping 0 Mechanical aeration en biological additives Irrigation sprinkler • High pressure agitation in to on dry days with little or no wind nozzles • Wind driftL. 0,--'Minimum recommended operating pressure 0 Pump intake near lagoon liquid surface 0 Pump from second -stage lagoon Storage tank or • Partial microbial 0 Bottom or midlevel loading basin surface decomposition O Tank covers • Mixing while filling 0 Basin surface mats of solids • Agitation when emptying 0 Proven biological additives or oxidants AMOC - November 11, 1996, page 2 Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Settling basin surface • Partial microbial O Extend drainpipe outlets underneath liquid level decomposition D Remove settled solids regularly • Mixing while filling • Agitation when emptying Manure, slurry, or • Agitation when spreading O Soil injection of slurry/sludges sludge spreader . Volatile gas emissions O Wash residual manure from spreader after use outlets O Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges slurry, or sludge on drying O Soil incorporation within 48 hours field surfaces O Spread in thin uniform layers for rapid drying O Pren biological additives or oxidants Dead animals • Carcass decomposition roper disposition of carcasses Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits pits O Proper location/construction of disposal pits Incinerators • Incomplete combustion O Secondary stack burners gtandin water • Improper drainage 0 Grade and landscape such that water drains away around facilities • Microbial decomposition of from facilities ,organic matter Manure tracked onto • Poorly maintained access Qi' Farm access road maintenance public roads from roads farm access AMOC - November 11, 1996, page 3 Additional Information: Swine Manure Management; .0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88 Lagoon Design 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 Assurance Program; NPPC Manual Options for Managing Odor; a report from the Swine Odor Task Force Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Available From: NCSU, County Extension Center NCSU—BAE NCSU—BAE NCSU—BAE NCSU—BAE NCSU—BAE NCSU—Swine Extension N.C. Pork Producers Assoc. NCSU Agricultural Communications Florida Cooperative Extension AMOC - November 11, 1996, page 4 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Feed storage Accumulations of feed Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by ensuring drainage is away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products) P'Trispect for and remove or break up accumulated solids in filter strips around feed storage as needed Animal holding areas Accumulations of animal liminate low areas that trap moisture along fences wastes and feed wastage and other locations where waste accumulates 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 acc mutated solids as needed) Dry manure handling Accumulations of animal emove spillage on a routine basis (e.g., systems wastes 7- to 10-day interval during summer; 15- to 30-day interval during winter) where manure is loaded for 19ad application or disposal rovide for adequate drainage around manure st kpiles nspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed For more information contact: Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC - November 11, 1996, page 2 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Liquid Svstems Flush gutters Accumulation of solids 0' Flush system is designed and operated sufficiently to remove accumulated solids from gutters as signed Remove bridging of accumulated solids at discharge Lagoons and pits Crusted solids aintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 to 8 inches over more than 30 percent of surface Excessive vegetative Decaying vegetation tKMaintain vegetative control along banks of growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Svstems Feeders Feed spillage Or Design, operate, and maintain feed systems (e.g., bunkers and troughs) to minimize the ecumulation of decaying wastage Clean up spillage on a routine basis (e.g., 7- to 10- day interval during summer; 15- to 30-day interval during winter) AMIC - November 11, 1996, page 1 FliMERGENCY ACTION PLAN PHONE NUMBERS Division of Water Resources (DWR) `i19 _ 8C� Emergency Management System (EMS) Soil and Water Conservation District (SWCD) �`i • �C' t,-� `iU% Natural Resources Conservation Service (NRCS) `l1`i `7L, This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. a. Lagoon overflow -possible solutions are: 1) Add soil to berm to increase elevation of dam. 2) Pump wastes to fields at an acceptable rate. 3) Stop all flows to the lagoon immediately. 4) Call a pumping contractor. 5) Make sure no surface water is entering lagoon. b. Runoff from waste application field -actions include: 1) Immediately stop waste application. 2) Create a temporary diversion to contain waste. 3) Incorporate waste to reduce runoff. 4) Evaluate and eliminate the reason(s) that caused the runoff. 5) Evaluate the application rates for the fields where runoff occurred. c. Leakage from the waste pipes and sprinklers -action include: 1) Stop recycle pump. 2) Stop irrigation pump. 3) Close valves to eliminate further discharge. 4) Repair all leaks prior to restarting pumps. November 23, 2016 2) local SWCD office, phone number. 3) local NRCS office, phone number:�'�_-- - 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. Contact the contractor of your choice to begin repair of problem to minimize off -site damage. ,� {...ie `G�-" w; a. Contractors Name:. A� -7'�''7 b. Contractors Address: 1" c. Contractors Phone: 6. Contact: the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) 6 a. Name:�- b. Phone: N es to rectify 7. Implement procedures as advised by DWR and technicalna4ement lantance lt t keep problems the damage, repair the system, and reassess the waste ma P with release of wastes from happening again. 3 November 23, 2016 Version —November 26, 2016 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 L1 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. 11 Rendering at a rendering plant licensed under G.S. 106-168.7. oComplete incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture & Con- F-1 El 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 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). 21 Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are ations This plan outlines farm -specific mortality man - also recommended for all animal opere NCDA&CS Veterinary Division sup agement methods to be used for mass mortality. Th 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). ergency, the State Veterinarian may enact • In the event of imminent threat of a disease em additional temporary procedures or measures for disposal according to G.S. 106 399.4. t Sign ure of Farm /Manager Date 1 Date i tture o T hnical Specialist "k O-N\, WOA�'%' https ,,nc.go,,,f pittcount -Yahoo Seam- OPIS pift county opis A . .... ....... . ........... File Edit View Favorites Tools Help Parcel: W,o,e Infu: Physical Address: VC 32 OW"er Name- S-A.'I 0%nerAcidressi: SC 13 SLACK. _A--K SIMPSON RID Monday, Mar 18,2019 10:41 AM THIS DESIGN IS FOR A SINGLE STAGE LAGOON CLIENTS NAME "-OUNTY TODAYS DATE DISTANCE TO NEAREST NONFARM RESIDENCE => NUMBER OF PIGS WEANLING TO FEEDER NUMBER OF PIGS FEEDER TO FINISH =======> NUMBER OF SOWS FARROW TO WEANLING NUMBER OF SOWS FARROW TO FEEDER NUMBER OF SOWS FARROW TO FINISH DEGREE OF ODOR CONTROL (minimum 1.0 cu. ft. per lb SSLW) (maximum 3.0 cu. ft. per lb SSLW) NUMBER OF YEARS OF SLUDGE ACCUMULATION > TOP LENGTH AT NORMAL WATER LEVEL TOP WIDTH AT NORMAL WATER LEVEL NORMAL WATER LEVEL ELEVATION ==========> SEASONAL HIGH WATER TABLE ELEVATION =__> LAGOON BOTTOM ELEVATION Depth of Permanent Water 9.1 (minimum depth without sludge = 6 feet) (minimum depth with sludge = 8 feet) SIDE SLOPES Permanent Volume Required 490406.4 Permanent Volume Provided 491318.3 ADDITIONAL DRAINAGE AREA IN SQUARE FEET> i.e. pumpout pond & other outside area) 1.,ENGTH OF PUMPING CYCLE GALLONS OF FRESH WATER ADDED DAILY ====> EXCESS RAINFALL ABOVE EVAPORATION =====> 25YR/24HR STORM RAINFALL FREEBOARD Temporary Storage Volume 216820.4 Top of Dam Elevation = Inside Dimensions of Lagoon at Length = 436.6 feet Width Begin Pumping Elevation = Stop Pumping Elevation = Sam Worthington, Jr. PITT COUNTY, NORTH CAROLINA July 9,1997 1000 FEET 0 2640 0 0 0 1.0 4.7 YEARS 412.0 FEET 167.0 FEET 50.1 FEET 48.0 FEET 41.0 FEET feet 3.0:1 cubic feet cubic feet 0 SQUARE FEET 180 DAYS 0 GALLONS 11.8 INCHES 7.0 INCHES 1.0 FEET cubic feet 54.2 feet Top of Dam 191.6 feet 52.5 feet 50.1 feet 1. STEADY STATE LIVE WEIGHT 0 head weanling to feeder x 30 lbs. = 0 lbs 2640 head feeder to finishing x 135 lbs. = 356400 lbs 0 sows farrow to weanling x 433 lbs. = 0 lbs 0 sows farrow to feeder x 522 lbs. = 0 lbs 0 sows farrow to finish x 1417 lbs. = 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 356400 lbs 2. SLUDGE ACCUMULATION Sludge accumulates at the rate of 0.080 cu. ft. per year per pound of STEADY STATE LIVE WEIGHT in swine. Years of sludge accumulation in design? 4.7 Sludge Volume = 134006.4 cubic feet 3. REQUIRED LIQUID VOLUME OF LAGOON Design for 1.0 cu. ft. per pound SSLW Total Volume = (SSLW * Design factor) + Sludge Volume Total Volume = 490406.4 cubic feet 4. NORMAL LAGOON LIQUID LEVEL Maintain normal lagoon liquid level at elevation 50.1 feet Construct lagoon bottom elevation 41.0 feet Lagoon size for normal lagoon liquid volume using prismodial formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH 3.0 3.0 3.0 3.0 9.1 AREA OF TOP LENGTH * WIDTH = 412.0 167.0 AREA OF BOTTOM Lb * Wb = 357.4 112.4 AREA OF MIDSECTION (Lm * Wm) _ 384.7 139.7 68804.0 (AREA OF TOP) 40171.8 (AREA OF BOTTOM) 53742.6 (AREA OF MIDSECTION) CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 68804.0 214970.4 40171.8 1.517 VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 491318.3 CU. FT. VOLUME NEEDED = 490406.4 CU. FT. THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL ARE 412.0 FEET LONG BY 167.0 FEET WIDE 5. DIKE Place spoil as a continuous dike to elevation 54.2 feet. S. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 436.6 191.6 83652 square feet Additional Drainage Area 0 square feet TOTAL DA 83652 square feet Pumping cycle to be 180 days. 6A. Volume of waste produced Volume = 356400 SSLW * 0.01 gallon/lb. SSLW/day * 180 days in the pumping cycle / 7.48 gallons per cu. ft. Volume = 85764.7 cubic feet 6B. Volume of wash water This is the amount of fresh water used for washing floors or volume fresh water used for a flush system. Flush systems that recycle the lagoon water are accounted for in 6A. Volume = 0 gallons/day * 180 days in the pumping cycle divided by 7.48 gallons per cu. ft. Volume = 0.0 cubic feet 6C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. Excess rainfall (difference) = 11.8 inches Volume = 11.8 inches * DA / 12 inches per foot Volume = 82258.4 cubic feet 6D. Volume of 25 year - 24 hour storm Volume = 7.0 inches * DA / 12 inches per foot Volume = 48797.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 6A. 85764.7 cubic feet 6B. 0.0 cubic feet 6C. 82258.4 cubic feet 6D. 48797.3 cubic feet TOTAL TEMPORARY STORAGE 216820.4 cubic feet 7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON) Depth required = Volume of temporary storage divided by surface area of lagoon. 216820 cu. ft. / 68804 sq. ft. Depth required = Depth required = 3.2 feet Normal lagoon liquid elevation = 50.1 feet Depth required = 3.2 feet Freeboard = 1.0 feet Top of Dam = 54.2 feet THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 54.2 ARE 436.6 FEET BY 191.6 FEET 8. SET BEGIN PUMPING ELEVATION PUMPED STORAGE VOLUME 6A. 85764.7 cubic feet 6B. 0.0 cubic feet 6C. 82258.4 cubic feet TOTAL PUMPED VOLUME = 168023.0 cubic feet Depth required = Volume of pumped storage divided by surface area of lagoon at normal water level. Depth required = 168023.0 cu. ft. / 68804 sq. ft. Depth required = 2.4 feet DESIGNED BY: APPROVED BY: DATE: DATE: Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Randy Spain Randy Spain 3004 Black Jack Simpson Rd Greenville, NC 27848 252-758-8088 03-25-2019 This plan has been developed by: Eve H. Honeycutt N C Cooperative Extension Lenoir County Center 1791 Hwy 11155 Kinston, NC 28504 252-527-2191 _ Developer- ig ture 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. 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 Techn p� p li ignaur Date Preview Database Version 4.1 Date Printed: 03-25-2019 Cover Page 1 RE VISED ADDEND UM TO WASTE UTILIZA TION PLAN FACILITY NUMBER: 74-38 FARM NAME: Randy Spain —Sam Worthington Farm OWNER NAME: Randy Spain FACILITY TYPE: 3,099 Wean to Finish This addendum should be incorporated into the existing Nutrient Management Plan created by Elizabeth Cooper of Pitt Soil and Water on 11/1/201:3. The waste plan designates Tract 2667 Field 3 to be used for Corn/Wheat/Soybean rotation; however, it is Hybrid Bermuda Pasture/Small Grain Overseed with agronomic rates of 1741bs for Bermuda Pasture and 50 lbs for Small Grain. Also, Tract 2667 Field I & J is designated to be used for Fescue Pasture; however, it is also Hybrid Bermuda Pasture/Small Grain Overseed with agronomic rates of 174lbs for Bermuda Pasture and 50 lbs for Small Grain. IF ACCEPTED BY DWQ THIS ADDENDUM WILL BE ATTACHED TO THE EXISTING WASTE UTILIZATION PLAN AND FOLLOWED. ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. MR. SPAIN INTENDS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS. 5/26i `BONNIE GOKENNE TECHNICAL SPECIALIST Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S75 Swine Wean -Finish Lagoon Liquid waste generated 2,404,824 gals/year by a 3,099 animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 4335 Incorporated 5202 Injected 5202 Irrigated 4335 Max, Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 4,335 6595 -2,260 3,659,018 -1,254,194 Year 2 4,335 7112 -2,777 3,945,618 -1,540,794 Note: In source ID, S means standard source, U means user defined sow-ce. * Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 427815 Database Version 4.1 Date Printed: 1 1-01-2013 Source Page Page 1 of I Narrative Field #2 and 3 will be land applied with honey wagon. All other fields will utilize a soild set irrigation system to apply the waste to coastal bermuda fields. Small grain overseed crop should be removed by May 1 st to prevent it from shading out the bermuda. If a chemical burndown is used prior to April 7th then the application rate will be reduced to 30 pounds for the overseed crop. An amamal wasteland application setback sheet has been inserted. These setbacks should be followed when applying waste with honeywagon 427815 Database Version 4.1 Date Printed: 1 1-01-2013 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 Iso provided for each crop, as well as the crop's P205 Removal Rate. The Leaching index (Li) and the Phosphorous Loss Assessment Fool (PLAT) Rating are also provided for each field, where available. If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High. Planners C'rnns Sumrnary - - - - P205 Total Useable Plat Removal Applied Tract Field Acres Acres Rating I I Soil Series Crop Sequence RYE (Ibs/acre) (lbs/acre) 2667 2 7.00 7.00 Low N/A Exnnl Hybrid Berunidagrass Flay 6.5 Tons 80 N/A Small Grain Overseed I.0 Tons 15 N/A 2667 3 7.00 7.00 Low N/A Craven Corn, Grain L� k; '' 1 15 bu. 51 N/A Wheat, Grain 60 bu- 30 N/A Soybeans, Manured, Double Crop 34 bu. 27 N/A 2667 A 1.42 1.42 Medium N/A Exunl Small Grain Overseed 1.0 Tons 15 N/A Hybrid Bernudagrass Pasture 6.5 Tons 8 N/A 7667 B 1.48 1.48 Low N/A Exwn Small Grain Overseed LOTous 15 N/A Hybrid Bermudagrass Pasture 6.5 '1 oils 8 N/A 2667 C 1.72 1.72 Medium N/A Exunl Small Grain Overseed 1.0 Tons 15 N/A Flybrid Bermudagrass Pasture 6.5 Tons 8 N/A 2667 D 1.37 1.37 Medium N/A Exum Snlall Grain Overseed I.0 "1 oils 15 N/A Hybrid Bermudagrass Pasture 6.5 Tons 8 N/A 2667 E 1.42 1.42 Low N/A Craven Small Grain Overseed 1.0 Tons 1 5 N/A Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A 2667 F 1.89 1.89 Low N/A Exum Small Grain Overseed 1.0'Tons 15 N/A Hybrid Bernnidagrass Pasture 6.5 Tons 8 N/A 2667 G 1.56 1.56 Low N/A Exum Small Grain Overseed LO Tons 15 N/A Hybrid Bermudagrass Pasture 6.5 Ions R N/A 2667 H 1.53 1.53 Low N/A Craven Small Grain Overseed 1.0 I oils 15 N/A Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A 7667 I 1.38 1.38 Low N/A Craven Fescue Pasture � 3.S Tons 6 N/A 2667 I 1 331 1.331 Low N/A Craven Fescue Pasture 3S Tons 6 N/A PLAN TOTALS: 29.10 29.10 427815 Database Version 4.1 Date Printed 11/1/2013 PCS Page Page I oft NOTE: Symbol * means user entered data. �— z &1 nutrient leaching below the root zone. 10 High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examp > 10 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 ). PLAT lades Rating P Alanogement Recommendation 0 - 25 Low No adjustment needed; N based application 25 - 50 Medium No adjustment needed; N based application 51 - 100 j High Application limited to crop P removal > 100 Very high Starter P application only 427815 Database Version 4.1 Date Printed I1/1/2013 NOTE: Symbol * means user entered data. PCS Page Page 2 of 2 OPERATION & ONCE 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 rtsaintain 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 Ieave 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 Wet 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: a or Mug," holes 1. settlement, cracking, s or bulges 2. side slope stability --slump g 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 ��y Weition caused e lagoon darn• winds. These wages can erode the lagoon sidewalls, caused b wave action_ If A good stand of vegetation will reduce the potential damageY 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 <in appropnate technical expert. Transfer Pumps —check; for proper operation of: 1. recycling pumps 2. irrigation pumps or Check for leaks, amount of vibrationand ,tmay indicate thaterall pump thethe pump is in nneeunusually d or repair epagrinding noise, or a a repkacement 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 tune to think about swilching, 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 corning 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 syste�-n during or immediately following a heavy rain. If technical assistance is needed to det=m=e 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 amotmt (you must also be recording your rainiail for this to work). Knowing this should help in planning iaxigation 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. InImediately after construction establish a complete sod cover on bare soil suxfaces 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. Dniinpipes 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 or 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-). j. It :is recommended that a new lagoon be seeded with sludge from a healthy worldng swine lagoon in the amount of 0.25 percent of the full.lagoon liquid volume. This seedina should occour at least two weeks prior to the addition of wastewater. 6. l�iaintain 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 iiaaU 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 our for prolonged periods, especially during the warm season. Loading-. The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained - and recharged each day, also work well. Practice water conservation ---minimize building water usage and spillage from leaking waierers, broken pipes and washdown through proper maintenance and water conservation. Njuurnize feed wastage and spillage by keeping feelers adjusted. This will reduce the amount of solids entering the lagoon Management: Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the m.:tumum liquid level and the maximum liquid.leve-v (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 lane summer/early fall to provide maximum lagoon swine 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_ Fret3uently 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 ai mal production is to be terminated, the owneris 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 rrfininuzsng feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and mquire more land to properly use the nutrients. Removal techniques: Flare a custom applicator. Mix the sludge and lagoon liquid with a chopper-agimtor impeller pump through large -bore spriaUc er irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or farageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper pan of lagoon by irrigation onto nearby cropland or foiageland; dredge sludge from lagoon with dragiine or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drains bark 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. Then e sludge will contain differt 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 Inner remains intact.. If you sr:: 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 Brier 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 -r�:sult in the unplanned discharge of wastewater from the structure. through the bottom or sides, overtopping, and breach of the of failures includes leakagethe owner has the responsibility for darn. Assuming proper design and construction, non failures include: ensuring structw-e safety. Items which may lead to lag Modification of the lagoon strucwre—an maple is the placement of a pipe in the dam without proper design and constr=on. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels —high levels -are a safety list . Failure to inspect and maintain the darn. Excess surface water flowing into the lagoon. Liner integrity --protect from inlerpipe 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 its 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) lush Guttars Accumulation of solids ( Rush system is designed and operated sufficiendy to remove accumulated *oilwds from guitars as designed. (0 Remove bridging of accumulated solids at discharge agoons and Pits Crusted Solids i 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. zcessive Vegetative Decaying vegetation ( Maintain vegetative control along banks of ro wth lagoons and other impoundments to prevent accumulation of decaying vegetative matter Wong water's edge on impoundment's perimeter. (Dry Systems) !eders Feed 'Spillage ( ) Design, operate and maintain feed systems (e.g.. bunkers and troughs) to minimize the accumulation of decaying wastage. O Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 1 S-30 day interval during wirttar). .orage Accumulations of feed residues O 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. mal Holding Areas Accumulations of animal wastes ( ) Siminata low area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbance by animals is minimal. ( ) Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (.e, inspect for and remove or break up accumulated solids as needed). rmbar 11. 1996 r Manure Handling Acwmulations of animal wastes i) Remove spillago on a routine basis (e.g. 7-10 day ystems interval during summer, 15-30 days interval during winter) whore manure is loaded for land app4cation or disposal. () Provide for adequate drainage around manure staff (} Inspect for and remove or break up accunv-fated wast)— in.filter stripes around stocicnilas and manure handLTIQ areas as needed. he issues checked O pertain to this operation. The landownerAntegrator agrees to use sound }udgrnem in applying sect control measures .as practical. certify the aforementioned insect corrtrol Besr Management Practices have been reviewed with me_ more information cantact-the Cooperative Extension Service, Department of Entomology, Box 7613,.North Carolina State University. Raleigh, NC 95-7613. C—November 11, 1996