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820044_30 day poa_20240814
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 82-44 County: Sampson Facility Name: Baggett & Sons Certified Operator Name: Gary Baggett Operator Number: AWA18344 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: Spillway(Y or N): Level(inches): 2. Check all applicable items 10 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. 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 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. Gary Baggett Phone: /� Facility Owner/Manager (print) L©— Date: Facilit Owner ager (signature) 910-385-5923 8/13/2024 11. 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 m = 1726.4 lb PAN 2. Structure ID: Lagoon 2 line m = 1711.5 lb PAN 3. Structure ID: line m = lb PAN 4. Structure ID: line m = lb PAN 5. Structure ID: line m = lb PAN 6. Structure ID- line m = lb PAN n.lines 1+2+3+4+5+6= 3437.9lbPAN 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 (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u. application window 1 Sorghum 4.60 128.40 590.6 April -Sept 15 2A Bermuda 0.70 121.60 85.1 Mar -Sept 213 Bermuda 1.40 121.00 169.4 Mar -Sept 3 Bermuda 4.70 118.40 556.5 Mar -Sept 4 Bermuda 1.40 198.30 277.6 Mar -Sept 9 Bermuda 2.60 124.20 322.9 Mar -Sept 10 Soybeans 5.30 49.80 263.9 April -Sept 15 11 Soybeans 4.40 51.10 224.8 April -Sept 15 12 Soybeans 5.30 46.10 244.3 April -Sept 15 AH Soybeans 16.50 132.90 2192.9 April -Sept 15 '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) = 4928.1 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE µ w. Total PAN to be land applied (line n from section II) = 3437.9 lb. PAN PoA (30 Day) 2/21 /00 x. Crop's remaining PAN balance (line v from section III) = 4928.1 lb. PAN y. Overall PAN balance (w - x) _ -1490 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: vill continue as weather and field conditions permit. w 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): ILagooni 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 6.01 inches b. designed 25 yr./24 hr. storm & structural freeboard 20.4 inches c. line b - line a (inches in red zone) = 14.4 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 73500 ft2 e. line c/12 x line d x 7.48 gallons/ft3 659736 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 96925.7 ft3 h. current herd # 2940 certified herd # 2940 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 4/23/2024 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) 96926 ft3 . W 42875 ft3 174285 gallons __ _ 2.07 Ibs/1000 gal. 1726.4 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 line I = 283798 gallons 2. structure ID: Lagoon 2 line I = 120677 gallons 3. structure ID: line I = gallons 4. structure ID: line I = gallons 5. structure ID: line I = gallons 6. structure ID: line I = gallons n. lines 1 +2+3+4+5+6= o. line n / 27154 = 404476 gallons 14.90 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''2 '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 (lb/acre) v. maximum application rate (in/hr) w. maximum application amount (inches) 9H NoA Soybeans 9.58 136.5 51 1 5 NoA Bermuda H 0.40 299 0.51 1 6 NoA Bermuda H 1.30 299 0.51 1 I I I I x. total acres available during 5 day draw down (sum of column t) = 11.28 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE line o = 1.32 inches per acre to be applied within 5 days PoA ( - Day) 2/2'1100 - 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 & haul and herd reduction options, recalculate new hydraulic load based on new information. Depopulation th farm now. Should be completly depop'd by tomorrow. Plan to land apply hydraulic load: 1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation equipment mar down in tield; "trafficability" across soils; will soils absorb application without runott, etc. 2. Date and amount of last rainfall event? DATE: Q 3. Dates of last AMOUNT: inches 4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in line "n" at appropriate seasonal ti.e. winter) application rates within b 5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to meet proposed changes in application rates ana amounts; ana any otner information Tor consiaeration. 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): Lagoon 1 2. Current liquid volume in structural freeboard a. current liquid level according to marker 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 # 2940 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 = 6.0 inches 12.0 inches 6.0 inches 73500 ft2 274890 gallons 180 days 96925.7ft3 ft3 Oft3 42875 ft3 8908 gallons 283798 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