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Home My WebLink About470026_30 Day POA_20210126PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 47-26 County: Hoke Facility Name: Swine Relief Certified Operator Name: Lee Brown Operator Number: 1009320 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: 1 Spillway(Y or N): N Level(inches): 18 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. X 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: 1/18/2021 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. Swine Relief David Mixon Mgr Facility Owner/Manager (print) Facility Owner/Manager (signature) Phone: 910 862-4549 Date: 1/26/2021 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: 2 (back) n. lines 1 +2+3+4+5+6= line m = 960.7 Ib PAN line m = Ib PAN line m = Ib PAN line m = Ib PAN line m = Ib PAN line m = Ib PAN 960.7 Ib 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' 424 AW! small grain 28.90 61.00 1762.9 Oct -Mar 424 AW1A small grain 18.78 50.00 939.0 Oct -Mar 424 AW1B small grain 7.24 82.00 593.7 Oct -Mar 424 AW4 small grain 53.70 70.00 3759.0 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) = IV. FACILITY'S PoA OVERALL PAN BALANCE 7054.6 Ib. PAN w. Total PAN to be land applied (line n from section II) = 960.7 Ib. PAN PoA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = y. Overall PAN balance (w - x) = 7054.6 Ib. PAN -6094 Ib. 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 continue as weather and field conditions permit. 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): 2 (back 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/ft' 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 # 7920 certified herd # 18.0 19.0 inches inches 1.0 inches 189696 ft2 118244 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 days ft3 261106 ft3 0 113925 ft3 ft3 467539 gallons I. current waste analysis dated 1/5/2021 1.64 Ibs/1000 gal. 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) 960.7 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): 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/ft' 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 # 1760 certified herd # 49484 180 58164 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 = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 32141.7 inches inches inches ft2 gallons days ft3 ft' ft3 ft3 40070 gallons Ibs/1000 gal. 0 Ibs. PAN PoA (30 Day) 2/21/00 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 = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard inches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 gallons e. line c/12 x line d x 7.48 gallons/ft' 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 # certified herd # actual waste produced = current herd # x line g = days ft3 ft' certified herd # ft3 ft3 gallons Ibs/1000 gal. 0 Ibs. PAN PoA (30 Day) 2/21/00 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 = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard inches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 gallons e. line c/12 x line d x 7.48 gallons/ft' 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 # certified herd # actual waste produced = current herd # x line g = days ft3 ft' certified herd # ft3 ft3 gallons Ibs/1000 gal. 0 Ibs. PAN PoA (30 Day) 2/21/00 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 = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard inches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 gallons e. line c/12 x line d x 7.48 gallons/ft' 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 # certified herd # actual waste produced = current herd # x line g = days ft3 ft' certified herd # ft3 ft3 gallons Ibs/1000 gal. 0 Ibs. PAN PoA (30 Day) 2/21/00 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 = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard inches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 gallons e. line c/12 x line d x 7.48 gallons/ft' 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 # certified herd # actual waste produced = current herd # x line g = days ft3 ft' certified herd # ft3 ft3 gallons Ibs/1000 gal. 0 Ibs. PAN PoA (30 Day) 2/21/00