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Home My WebLink About090107_Plan of Action_201810 1 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 �� I 1. Structure Name/Identifier(ID): Turnbull 1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 18.0 inches b.designed 25 yr./24 hr. storm & structural freeboard 26.0 inches c. line b - line a(inches in red zone) = 8.0 inches d.top of dike surface area according to design (area at below structural freeboard elevation) 100240 ft2 e. line c/12 x line d x 7.48 gallons/ft3 499863 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 145394 ft3 h.current herd # 1254 certified herd# 1375 actual waste produced = current herd# x line g = 132599 ft3 certified herd # i.volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 63318 ft3 k. (lines h + i +j) x 7.48 x 30 days/line f= 244244 gallons 4.Total PAN to be land applied during draw down period I. current waste analysis dated OCT 2018 0.98 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 729.2 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): Turnbull 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a.current liquid level according to marker 20.O�inches b.designed 25 yr./24 hr. storm & structural freeboard 26.0 inches c. line b- line a (inches in red zone) = 6.0 inches d.top of dike surface area according to design (area at below structural freeboard elevation) 76175 ft2 e. line c/12 x line d x 7.48 gallons/ft3 284895 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 108385 ft3 h. current herd# 946 certified herd# 1025 actual waste produced = current herd# x line g = 100031 ft3 certified herd# i.volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 48117 ft3 k. (lines h + i +j) x 7.48 x 30 days/line f= 184692 gallons 4.Total PAN to be land applied during draw down period I.current waste analysis dated OCT 2018 0.79 lbs/1000 gal. m. ((lines e + k)/1000) x line I = 371.0 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA(30 Day) 2/21/00 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 Turnbull 1 line m = 729.2 lb PAN 2. Structure Turnbull 2 line m = 371.0 lb PAN 3. Structure line m = lb PAN 4. Structure line m = lb PAN 5. Structure line m = lb PAN 6. Structure line m = lb PAN n.lines1 + 2+ 3+4+ 5+6= 1100.2lbPAN 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 t.TOTAL PAN u.application windowl IRR-2 PAN BALANCE FOR balance(lb/acre) FIELD(lbs.) column r x s 2405 213 Small grain overseed 4.36 25.00 109.0 Sep-Mar 2405 111 Small grain overseed 2.87 25.00 71.8 Sep-Mar 2405 318 Small grain overseed 4.65 25.00 116.3 Sep-Mar 2405 319 Small grain overseed 5.18 25.00 129.5 Sep-Mar 2405 313 Small grain overseed 3.95 25.00 98.8 Sep-Mar 2405 312 Small grain overseed 2.15 25.00 53.8 Sep-Mar 2405 320 Small grain overseed 5.34 25.00 133.5 Sep-Mar 2405 332 Wheat 6.14 50.00 307.0 Sep-Apr 2405 333 Wheat 4.26 50.00 213.0 Sep-Apr 1 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)= 1232.5 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II)= 1100.2 lb. PAN x. Crop's remaining PAN balance(line v from section HI)= 1232.5 lb. PAN y. Overall PAN balance (w-x)= -132 lb. PAN PoA(30 Day)2/21/00