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HomeMy WebLinkAbout310122_Plan of Action_20190906_, 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 9/6/2019 1. Structure Name/Identifier (ID): I E&B Farms Inc. 1 FN: 31-122 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 16.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 3.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 83496 ft2 e. line c/12 x line d x 7.48 gallons/ft3 156138 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 121352 ft3 h. current herd # 3672 certified herd #1 3672 actual waste produced = current herd # x line g 121352 ft3 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 7/12/2019 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) Oft3 50750 ft3 214554 gallons 2.74 Ibs/1000 gal. 1015.7 Ibs. PAN PoA (30 Day) 2/21/00 9/10/2019 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): I E&B Farms Inc. 2 FN: 31-122 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard 9/6/2019 a. current liquid level according to marker 18.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 1.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 105716 ftz e. line c/12 x line d x 7.48 gallons/ft3 65896 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 121058.2 ft3 h. current herd # 3672 certified herd # 3672 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 7/12/2019 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) 121058 ft3 0 ft3 68750 ft3 236628 gallons 2.68 Ibs/1000 gal. 810.8 Ibs. PAN PoA (30 Day) 2/21/00 9/10/2019 N 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 9/6/2019 1. Structure Name/Identifier (ID): I E&B Farms-Inc.(3) I FN: 31-122 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 16.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 3.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 109512 ft2 e. line c/12 x line d x 7.48 gallons/W 204787 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 121058.2 Jft3 h. current herd # 3672 certified herd #1 3672 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 7/12/2019 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) PoA (30 Day) 2/21/00 121058 ft3 ft3 66220 Jft3 233473 gallons 2.08 Ibs/1000 gal. 911.6 Ibs. PAN 9/10/2019 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: E&B Farms Inc.(1) line m = 1015.7 lb PAN 2. Structure ID: E&B Farms Inc. (2) line m = 810.8 Ib PAN 3. Structure ID: E&B Farms Inc. (3) line m = 911.6 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= 2738.0 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 (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u. application window' 2900 P1 Bermuda 3.04 60.00 182.4 March - Sept P2 Bermuda 4.30 60.00 258.0 March - Sept P3 Bermuda 6.72 60.00 403.2 March - Sept P5 Bermuda 5.05 60.00 303.0 March - Sept P6 Bermuda 2.49 60.00 149.4 March - Sept P7 Bermuda 4.34 60.00 260.4 March - Sept P9 Bermuda 2.43 60.00 145.8 March - Sept P11 Bermuda 4.30 60.00 258.0 March - Sept P16 Bermuda 4.02 60.00 241.2 March - Sept P17 Bermuda 3.97 60.00 238.2 March - Sept P18 Bermuda 4.00 60.00 240.0 March - Sept P19 Bermuda 2.95 60.00 177.0 March - Sept P20 Bermuda 3.15 60.00 189.0 March - Sept '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) = 3045.6 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 2738.0 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 3045.6 lb. PAN y. Overall PAN balance (w - x) = -308 lb. PAN PoA (30 Day) 2/21 /00 9/10/2019 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. Waste will be applied agronomically and hydraulically as weather permits. PoA (30 Day) 2/21/00 9/10/2019