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HomeMy WebLinkAbout310452_Plan of Action_20180921I aDI �g p�I Sa Z( ( e i 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 9/16/2018 1. Structure Name/Identifier (ID): Grayson Rhodes-#1 31-452 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker F 5.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 14.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 38400 ftz e. line c/12 x line d x 7.48 gallons/ft' 335104 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 40880 ft' h. current herd # 7 2-4-01 certified herd ,# 1240 actual waste produced = current herd # x line g = 40880 ft' 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 7/27/2018 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 Offs 23698 ft' 80507 gallons 1.21 Ibs/1000 gal. 502.9 Ibs. PAN . 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 9/16/2018 1. Structure Name/Identifier (ID): I Grayson Rhodes #2 31-452 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 b - 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 5.0 inches 19.0 inches 14.0 inches 39501 ftZ 344712 gallons f. temporary storage period according to structural design I 180 days g. volume of waste produced according to structural design 1 48462 ft3 h. current herd # 1470 certified herd # 1470 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 7/27/20 88 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 48462 ft' 0 ft3 24456 ft3 90904 gallons 1.04 Ibs/1000 gal. 453.0 Ibs. PAN 1 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY ' 1. Structure ID: Grayson Rhodes #2 (31-452) line m = 453.0 lb PAN 2. Structure ID: Grayson Rhodes #1 (31-452) line m L 502.9 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= 955.9 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 windows, 5349 1 a Small Grain 1.41 50.00 70.5 10/1 - 3/31 5349 lb Small Grain 0.99 50.00 49.5 10/1 - 3/31 5349 1c Small Grain 3.47 50.00 173.5 10/1 - 3/31 5349 1d Small Grain 0.90 50.00 45.0 10/1 - 3/31 5349 2a Small Grain 0.99, 50.00 49.5 10/1 - 3/31 5349 2b Small Grain 2.18 50.00 109.0 10/1 - 3/31 5349 2c Small Grain 1.75 50.00 87.5 10/1 - 3/31 5349 sub1 'Small Grain 4.03 50.00 201.5 10/1 - 3/31 5349 sub2 Small Grain 0.88 50.00 44.0 10/1 - 3/31 5349 7a Wheat 1.74 115.00 200.1 9/1 - 4/30 5349 7b Wheat 1.38 115.00 158.7 9/1 - 4/30 '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) = 1188.8 lb. PAN IV. FACILITY'S PDA OVERALL PAN BALANCE . w. Total PAN to be land applied (line n from section II) = 955.9 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 1188.8 lb. PAN y. Overall PAN balance (w - x) _ -233 lb. PAN PoA (W Day) 2/21/00 i 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. I PoA (30 Day) 2/21/00 G