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Home My WebLink About310109_Plan of Action_20181205 (2)� ao�g000�� 3-4,01 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES A DRAW DOWN P.ERIOaD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): JB1 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 f. temporary storage period according to structural design 1 7.0 inches 19.0 inches 12.0 inches 40896 ftz 305902 gallons 180 days g. volume of waste produced according to structural design 48581 Jft3 h. current herd # 1470 certified herd # 1470 actual waste produced = current herd # x line g = 48581 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 5 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 6/1/2018 m. ((lines e + k)/1000) x line I = REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Oft3 25375 1 ft3 15366 gallons 1.50 Ibs/1000 gal. 481.9 lbs. PAN PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): JB2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 7.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 12.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) i 40546 ft2 e. line c/12 x line d x 7.48 gallons/ft' 303284 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period, according to structural design. 1,80 days g. volume of waste produced according to structural design 1 48581 ft3 h. current herd # 1470 certified herd # 1470 actual waste produced = current herd # x line g = 48581 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 5 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 6/1/2018 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) I 0 ft3 25083 ft3 i 15306 gallons 1.43 Ibs/1000 gal. 455.6 lbs. PAN PLAN OF ACTION (PoA) FOR HIGH -FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): F JB3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 8.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 11.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 114441 ftz e. line c/12 x line d x 7.48 gallons/ft3 78468 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 46188 ft3 h. current herd # 2400 certified herd #1 2400 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 daystline f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 6/1/2018 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) 46188 ft' 01ft3 215541 ft3 14075 gallons 1.32 Ibs/1000 gal. 122.2 lbs. PAN •r r i 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): JB1 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 8.0 inches 12.0 inches 4.0 inches 40896 ft2 101967 gallons 180 days g. volume, of waste produced according to structural design 48581 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 5 days/line f = 4. Total volume of waste to be land applied during 5 day draw down 1. total volume to be land applied line e + line k = 48581 ftj 0 ft3 25375 ft3 15366 gallons 117334 gallons r 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 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES FIVE (5) DAY DRAW DOWN PERIOD 1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): JB2 2. Current liquid volume in structural freeboard a. current liquid level according to marker 7.0 inches b. designed structural freeboard zone 12.0 inches (Normally 12 inches or greater) c. line b - line a (inches within structural freeboard) = 5.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 40546 ft2 e. line c/12 x line d x 7.48 gallons/ft3 126368 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 Oft3 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 5 daysiline f = 4. Total volume of waste to be land applied during 5 day draw down, 1. total volume to be land applied line e + line k = ft3 1 W 250831 ft3 5212 gallons 13158or 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 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): JB3 2. Current liquid volume in structural freeboard a. current liquid level according to marker 8.0 inches b. designed structural freeboard zone- 12.0 inches (Normally 12 inches or greater) c. line b - line a (inches within structural freeboard) = 4.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 11444 ftz e. line G12 x line d x 7.48 gallonstfe 28534 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 461881 ft3 h. current herd # 2400 certified herd # 2400 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 daystline f = 4. Total volume of waste to be land applied during 5 day draw down 1. total volume to be land applied line e + line k = 46188 ft' 0 ft3 21554 ft3 14075 gallons 42609 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