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240108_Plan of Action_20181219
CDC) a--- /0 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): 113rent Watts lagoon 1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a.,current liquid level according to marker 19.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 20.0 inches c. line b - line a (inches in red zone) = ©inches d. top of dike surface area according to design . (area at below structural freeboard elevation) 141050 ft2 e. line c/12 x line d x 7.48 gallons/ft3 ®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 161410.9 ft3 h. current herd # 4896 certified herd # 4896 actual waste produced = current herd # x line g = 161411 ft3 certified herd # i. volume of wash water according to structural design 0ft3 j. excess rainfall over evaporation according to design 82279 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 3®03800 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated OCT 2018 1 Ibs/1000 gal. m. ((lines e + k)/1000) x line 1= 348.6 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 o PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAM! DOWN PERIOD I. TOTAL PAID! TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): JBrent Watts lagoon 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 24.0 inches - b. designed 25 yr./24 hr. storm & structural freeboard 27.0 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) 182875 ft2 e. line c/12 x line d x 7.48 gallons/ft3 341976 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 164945 ft3 h. current herd # 4896 certified herd # 4896 actual waste produced = current herd # x line g = 164945 ft3 certified herd # i. volume of wash water according to structural design 0ft3 j. excess rainfall over evaporation according to design 106677 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= ®gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated JOCT 2018 1 1,.00 Ibs/1000 gal. m. ((lines e + k)/1000) x line 1= ®Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA'(30 Day) 2/21/00 • fit' �� c, i �� 11. TOTAL POUNDS OF PART STORED WITHIN STRUCTURAL FREEBOARD AND/OR 26 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure Brent Watts lagoon 1 line m = 348.6 lb PAN 2. Structure Brent Watts lagoon 2 line m = 680.6 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.lines .1+2+3+4+g+6= 1029.2lbPAN III. TOTAL PART BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAY!! 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 windowl 6550 6 Small grain overseed 11.60 100.00 1160.0 Sep -Apr 8 Small grain overseed 11.06 100.00 1106.0 Sep -Apr 1State 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) = 2266.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 1029.2 lb. PAN x. Crop's remaining PAR! balance (line v from section 111) = 2266.0 lb. PAN y. Overall PAN balance (w - x) _ -1237 lb. PAN PoA (30 Day) 2/21/00