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Home My WebLink About780100_30 day poa_20240808PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 78-100 County: Robeson Facility Name. Farm 5703, 5704 & 5711 Certified Operator Name: Lee Matthews _ _ Operator Number: AWA990008 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: 5703 5704 5711 Spillway(Y or N): Level(inches): 14 22 27 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. Bolume 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: as conditions permit 1 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. Murphy Brown, LLC Phone: Facility Owner/Manager (print) y.p A— Date: Facility Owner/Manager (signature) 910-293-3434 ton 8/8/2024 v If. 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: 5703 line m = 1476.4 lb PAN 2. Structure ID: 5704 line m = lb PAN 3. Structure ID: 5711 line m = lb PAN 4. Structure ID: 5. Structure ID: 6. Structure ID: line m = lb PAN line m = lb PAN line m = lb PAN n. lines 1 + 2 + 3 + 4 + 5 + 6 = 1476.4 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS Tn WHICH PAN rANNnT aG ADDr rcn nr rowan_ r o. tract # p. field # q. Crop r. acres s. remaining IRR 2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window' P6C Cotton 5.75 42.77 245.9 April -August P6D Cotton 5.77 36.54 210.8 April -August P6E Cotton 5.80 41.46 240.5 April -August H08 Cotton 5.69 34.06 193.8 April -August LMS So beans 23.24 150.93 3507.6 A ril-Se t15 estate 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) = 4398.6 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 1476.4 lb. PAN PDA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 4398.6 lb. PAN y. Overall PAN balance (w - x) _ -2922 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 Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is available for pumping if needed. 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): 5703 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 14.0 inches l 9--21 inches 5.2 inches 285000 ftz 923780 gallons 180 days g. volume of waste produced according to structural design 253780 ft3 h. current herd # 7-2-4-0-0-1 certified herd # 2400 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 1 7/26/2024 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) 253780 ft' W 166250 ft3 523637 gallons 1.02 Ibs/1000 gal. 1476.4 lbs. PAN POA (30 Day) 2/21100 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): 15704 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 G12 x line d x 7.48 gallons/W 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 0 inches 19.8 inches 19.8 inches 2656501 ftz 3278652 gallons 180 days g. volume of waste produced according to structural design 253780 fe h. current herd # 2400 certified herd # 2400 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 0 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) 253780 fe Ofe 154963 ft3 509566 gallons Olbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21 /00 PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 1 5711 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 Dinches 26.9 inches 26.9 inches 179364 ft2 3005280 gallons 180 days g. volume of waste produced according to structural design 248342 ft3 h. current herd # 2400 certified herd # 2400 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 1. current waste analysis dated 0 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) 248342 W 167487 ft3 104629 ft3 648838 gallons Olbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21/00