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Home My WebLink About820096_POA 5 day and 30 day_20240117PLAN OFACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 82-96 County: Sampson Facility Name: Mike Matthis Farm Certified Operator Name: Mike Matthis Operator Number: 20862 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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 N 10.5 2. Check all applicable items X 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. 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 orfully depopulated. *Attach a complete schedule with corresponding animal units and dates for 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: 1/17/24 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. Mike Matthis Phone: 9109909610 Facility Own�errj/M�/anager (print) �P1r"1 olb/0 /41- Q �Gf�"i"{'�, -S Date: Facility r1ya er(signature) 1 /17/24 It. 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: Lagoon #1 line In = 684.1 lb PAN 2. Structure ID: line In = lb PAN 3. Structure ID: line In = lb PAN 4. Structure ID: line In = lb PAN 5. Structure ID: line In = lb PAN 6. Structure ID: line In = lb PAN n.lines 1+2+3+4+5+6= 684.1 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN Pr Pinn Inn WWI ICT FIFI nS Tn WHICH PAN CANNr1T RF APPI IFn n11RINr9 THIS 3n ❑AY PFRIOn_ o. tract # p. field # q. crop r. acres s. remairirg IRR-2 PAN balance (Iblmre) I. TOTAL PAN BALANCEFOR FIELD (Ibs.) column rxs u.applicslimwindowr 6242 p2 sq 2.40 75.00 180.0 oct-mar 6242 P1 sq 2.11 75.00 158.3 oct-mar 6242 p6 sq 3.24 60.01 194.4 oct-mar 6242 P9 sq 1.05 75.00 78.8 oct-mar 62421 p3 sq 3.96 75.00 297.0 oct-mar 6242 p4 sq 2.70 51.20 138.2 oct-mar 6242 P8 sq 1.08 75.00 81.0 oct-mar 6242 plo sg 0.95 75.00 71.3 oct-mar 6242 nel sq 0.85 75.00 63.8 oct-mar 6242 ne2 sq 0.74 75.00 55.5 oct-mar 6242 ne3 sq 1.13 75.00 84.8 oct-mar 6242 ne4 sq 1.90 75.00 142.5 oct-mar 6242 ne5 sq 0.67 75.00 50.3 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) = 1595.7 lb. PAN IV. FACILITY'S PDA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 684.1 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 1595.7 lb. PAN y. Overall PAN balance (w -x) = -912 lb. PAN ymust showas a deficit. If line y does not showas a deficit, list course of action here including pump and haul, rpulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new nation. If new fields are to be included as an option for lowering lagoon level, add thesefieldsto the PAN balance PDA (30 Day) 2/21/00 table and recalculate the overall PAN balance. It animal Waste is to be hauled to another permitted taCRlly, provide information regarding the herd population and lagoon freeboa rd levels at the receiving facility. onto existing spray fields will continue as weather and field conditions permit. PoA (30 Day) 2121 /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): Lagoon #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 to - 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 10.5 inches 19.0 inches 8.5 inches 95400 ft2 505461 gallons 180 days g. volume of waste produced according to structural design 122939 ft3 h. current herd # certified herd # 3720 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 In + 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 10/12/24 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) ft3 ft3 55650 ft3 69377 gallons 1.19 Ibs/1000 gal. 684.1 Ibs. PAN PoA (30 Day) 2/21/00 II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: Lagoon 1 2. structure ID: 3. structure ID: 4. structure ID: 5. structure ID: 6. structure ID: n. lines 1+2+3+4+5+6= o. line n / 27154 = line I=_ 100762_gallons line I = gallons line I = gallons line I = gallons line I = gallons line I = gallons 100762 gallons 3.71 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD'A 'While this section deals with hydraulic loading capacities, applications cannot exceed agronomic rate for receiving crop according to its certified waste plan. 2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are not considered available to receive waste. p. tract # q. field # r. soil type s. crop t. acres u. remaining IRR-2 PAN balance (lblacre) V. maximum application rate (Inw) W. maximum application amount (inches) 6242 P2 Ch SG 2.40 75 0.6 1 6242 P1 Ch SG 2.11 75 0.6 1 6242 P6 WaB SG 3.24 60.01 0.6 1 6242 P9 Ch SG 1.05 75 0.6 1 6242 P3 Lm SG 3.961 75 0.41 1 6242 P4 WaB SG 2.70 51.2 0.6 1 6242 P8 WaB SG 1.08 75 0.6 1 6242 P10 Ch SG 0.95 75 0.6 1 6242 NE1 Ch SG 0.85 75 0.6 1 6242 NE2 Ch SG 0.74 75 0.6 1 62421 NE3 Ch ISG 1.13 75 0.6 1 6242 NE4 Ch SG 1.90 75 N 1 62421 NE5 Ch SG 0.67 75 0.6 1 x. total acres available during 5 day draw down (sum of column t) = 22.78 acres IV. FACILITY'S POA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE Y. line o = 0.16 inches per acre to be applied within 5 days line x If unable to land apply hydraulic load listed in line y, list course of action here including pump and haul, depopulation, herd reduction, etc. For pump 8r haul and herd reduction options, has been reduced down to 0 animals and regular irrigation has already been commenced. PoA (5 Day) 2/21/00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES FIVE (5) DAY DRAW DOWN PERIOD I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): I La oon 1 2. Current liquid volume in structural freeboard a. current liquid level according to marker 10.5 inches b. designed structural freeboard zone (Normally 12 inches or greater) c. line b - line a (inches within structural freeboard) _ 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 # certified herd # 3720 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 5 days/line f= 4. Total volume of waste to be land applied during 5 day draw down I. total volume to be land applied line e + line k = l 2.01 inches 1.5 inches 95400 ft2 89199 gallons 180 days 122939 ft3 ft3 0 ft3 55650 ft3 11563 gallons 100762 gallons REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below) PoA (5 Day) 2/21 /00