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Home My WebLink About310015_30 day poa_20210105PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-15 County: Duplin Facility Name: Mag 3 Section 4 Certified Operator Name: Tonya Branson Operator Number: 1007345 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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: Mag3 4-1 4-2 4-3 4-4 3-4 3-5 Spillway(Y or N): no no no no no no no Level(inches): 54 22 17 19 35 23 14 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: 1/7/2021 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: 910-285-1357 Facility Owner/Manager (print) ay14.4,ttoo-v Facility Owner/Manager (signature) Date: 1/5/2021 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 2. Structure ID: 3. Structure ID: 4. Structure ID: 5. Structure ID: 6. Structure ID: 7. Structure ID: 4-1 4-2 4-3 4-4 3-4 3-5 Mag 3 n. lines1 +2+3+4+5+6= line m = 365.8 Ib PAN line m = 1730.9 Ib PAN line m = 468.4 Ib PAN line m = -2568.3 Ib PAN line m = -257 Ib PAN line m = 2211.7 Ib PAN line m = -154 Ib PAN 1797.7 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. o. tract # p. field # q. crop r. acres s. remaining IRR- 2 PAN balance (Ib/acre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window' 1-4 Small Grain 18.2 50.00 910.0 Oct -Mar 5-12 Small Grain 44 222.00 9768.0 Oct -Mar 13-20 Small Grain 57.00 160.00 9120.0 Oct -Mar State current crop ending application date or next crop application beginning date for available receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column t) = 19798.0 Ib. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = x. Crop's remaining PAN balance (line v from section III) = y. Overall PAN balance (w - x) = 1797.7 lb. PAN 19798.0 lb. PAN -18000 lb. PAN Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the receiving 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 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): Mag 3 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 f. temporary storage period according to structural design g. volume of waste produced according to structural design h. current herd # 0 certified herd # 54.0 19.0 inches inches -35 inches 242820 ft2 -5297523 gallons 180 423994 4400 days ft3 actual waste produced = current herd # x line g = fti 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 0 144976 ft3 ft3 180737 gallons 0.03 Ibs/1000 gal. -154 Ibs. PAN PoA (30 Day) 2/21/00 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): 4-1 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/ft3 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design g. volume of waste produced according to structural design h. current herd # 7949 certified herd # 22.0 19.0 inches inches -3 inches 182816 ft2 -341866 gallons 180 261740 7920 actual waste produced = current herd # x line g = 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) days ft3 262698 fti 0 109667 ft3 ft3 464216 gallons 2.99 Ibs/1000 gal. 365.8 Ibs. PAN PoA (30 Day) 2/21/00 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): 4-2 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 f. temporary storage period according to structural design g. volume of waste produced according to structural design h. current herd # 4643 certified herd # 17.0 19.0 inches inches 2.0 inches 201056 ft2 250650 gallons 180 261105 7920 actual waste produced = current herd # x line g = 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) days ft3 153070 fti 0 145296 ft3 ft3 371962 gallons 2.78 Ibs/1000 gal. 1730.9 Ibs. PAN PoA (30 Day) 2/21/00 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): 4-3 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) 19.0 19.0 211500 inches inches inches ft2 e. line c/12 x line d x 7.48 gallons/ft3 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design days g. volume of waste produced according to structural design ft3 h. current herd # 2709 certified herd # 180 263084 7980 actual waste produced = current herd # x line g = 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 89310 fti 0 138390 ft3 ft3 283866 gallons 1.65 Ibs/1000 gal. 468.4 Ibs. PAN PoA (30 Day) 2/21/00 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): 4-4 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 f. temporary storage period according to structural design g. volume of waste produced according to structural design h. current herd # 4967 certified herd # 35.0 19.0 inches inches -16 inches 183616 ft2 -1831264 gallons 180 261106 7920 actual waste produced = current herd # x line g = 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) days ft3 163752 fti 0 134637 ft3 ft3 371991 gallons 1.76 Ibs/1000 gal. -2568 Ibs. PAN PoA (30 Day) 2/21/00 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): 3-4 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 f. temporary storage period according to structural design g. volume of waste produced according to structural design h. current herd # 4835 certified herd # 23.0 19.0 inches inches -4 inches 225625 ft2 -562558 gallons 180 261105 7920 actual waste produced = current herd # x line g = 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) days ft3 159399 fti 0 156128 ft3 ft3 393357 gallons 1.52 Ibs/1000 gal. -257 Ibs. PAN PoA (30 Day) 2/21/00 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): 3-5 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 f. temporary storage period according to structural design g. volume of waste produced according to structural design h. current herd # 7496 certified herd # 14.0 19.0 inches inches 5.0 inches 225400 ft2 702497 gallons 180 261105 7920 actual waste produced = current herd # x line g = 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 m. ((lines e + k)/1000) x line I = 11/13/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) days ft3 247127 fti 0 153533 ft3 ft3 499489 gallons 1.84 Ibs/1000 gal. 2211.7 Ibs. PAN PoA (30 Day) 2/21/00