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Home My WebLink About310017_Plan of Action_20190422x aol� po�a� PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-17 County: Duplin Facility Name: DM Section 2 Certified Operator Name: AJ Linton Operator Number: 18625 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current liquid level in the lagoon to the bottom of the spillway for lagoons with spillways. Lagoon Name/ID: Spillway(Y or N): Level(inches): Lagoon Lagoon Lagoon 3 Lagoon Lagoon 5 '2-1 2-2 2-3 2-4 no no no no 18 30 20 24 2. Check all applicable items Liquid level is within the designed structural freeboard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. XXXX Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action is attached. Agronomic balance is within acceptable range. Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to be pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop information. Contact and secure approval from the DWQ prior to transfer of waste to a site not covered in the facility's CAWMP. Operation will be partially or fully depopulated. *Attach a complete schedule with corresponding animal units and dates fro depopulation *if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3. Earliest possible date to begin land application of waste: 4/25/2019 r I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct. Ironside Investment Management Phone: Facility Owner/Manager (print) CY Facility Owner/Manager (signature) 910-285-1357 Date: 4/22/2019 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 2-1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr./24 hr. storm & structural freeboard ` c. line b - line a (inches in red zone) _ d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/W 3. Projected volume of waste liquid produced during draw down period 18.0 inches 19.0 inches 1.0 inches 172931 ft2 107794 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 2611051 ft3 h. current herd # 7920 certified herd # 7920 actual waste produced = current herd # x line g = 261105 ft3 certified herd # i. volume of wash water according to structural design j. excess rainfall over evaporation according to design k. (lines h + i + j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 4/1/2019 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 0 ft3 100876 ft3 451270 gallons 3.69 Ibs/1000 gal. 2062.9 Ibs. PAN r PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 2-2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr./24 hr. storm & structural freeboard c. line b - line a (inches in red zone) _ d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period 30.0 inches 19.0 inches -11 inches 225000 ft2 -1542750 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 261105 ft3 h. current herd # 7920 certified herd # 7920 actual waste produced = current herd # x line g = 261105 ft3 certified herd # i. volume of wash water according to structural design j. excess rainfall over evaporation according to design k., (lines h + i + j) x 7.48 x .30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 4/1/2019 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 171529 ft3 156737 ft3 734749 gallons 1.99 1 Ibs/1000 gal. -1608 Ibs. PAN t7� r PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 2-3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 20.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) _ -1 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 219336 ft2 e. line c/12 x line d x 7.48 gallons/W-136719 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 26110b W h. current herd # F--7-92-0-1 certified herd # 7920 actual waste produced = current herd # x line g = 261105 W certified herd # i. volume of wash water according to structural design j. excess rainfall over evaporation according to design k. (lines h + i +j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 4/1/2019 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 171529 W F---1567371 W 734749 gallons 2.68 Ibs/1000 gal. 1602.7 Ibs. PAN PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 2-4 2. Current liquid volume in 25 yr./24 hr. storm storage &'structural freeboard a. current liquid level according to marker 24.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) _ -5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 208146 ft2 e. line c/12 x line d x 7.48 gallons/ft3-648722 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 1953072 ft3 h. current herd # 7920 certified herd # 7920 actual waste produced = current herd # x line g = 1953072 ft3 certified herd # i. volume of wash water according to structural design j. excess rainfall over evaporation according to design k. (lines h + i + j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated. 4/1/2019 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 0 ft3 149042 ft3 2620635 gallons 2.20 Ibs/1000 gal. 4338.2 Ibs. PAN II.. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24' HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 2-1 line m = 2062.9 lb PAN 2. Structure ID: 2-2 line m = -1608 lb PAN 3. Structure ID: 2-3 line m = 1602.7 lb PAN 4. Structure ID: .2-4 line m = 4338.2 lb PAN 5. Structure ID. line m = lb PAN 6. Structure ID- line m = lb PAN n.lines1+2+3+4+5+6= 6396.0lbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PFRion no NOT I IST FIFI nS Tr) WHICH PAN CANN()T RF APPI IFn nI IRINI; THIS 3n nAY PFRIr)n o. tract # i p. field # q. crop - r. acres s remaining IRR 2 PAN balance (lb/acre) L TOTAL PAN BALANCE FOR FIELD (lbs.) column rx s u. application window - 3-10 Bermuda 55 211.00 116050 Mar -Sep 19-28 Bermuda 59 211.00 124490 Mar -Sep I 'State current crop ending application date or next crop application beginning date for available receiving crops during 30 day draw down period. r v. Total PAN available for all fields (sum of column t) = 24054.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (linen from section II) = 6396.0 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 24054.0 lb. PAN y. Overall PAN balance (w - x) _ -17658 lb. PAN ine y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and aul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN ased on new information. If new fields are to be included as an option for lowering lagoon level, add these elds to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to nother permitted facility, provide information regarding the herd population and lagoon freeboard levels at the :ceiving facility. NARRATIVE: Irrigation onto existing spray fields'will begin as weather and field conditions permit. There is sufficient land and PAN available. PoA (30 Day) 2/21/00