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Home My WebLink About820301_5 day POA_20210119PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW DOWN PERIOD Tommie Naylor 82-301 I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1/19/2021 1. Structure Name/Identifier (ID): 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard 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) ft2 e. line c/12 x line d x 7.48 gallons/ft' gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design days g. volume of waste produced according to structural design ft3 h. current herd # certified herd # actual waste produced = current herd # x line g = 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 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) 0 ft3 ft3 gallons Ibs/1000 gal. 0 Ibs. PAN II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: 2. structure ID: 3. structure ID: 4. structure ID: 5. structure ID: 6. structure ID: 1 2 3 n. lines 1 +2+3+4+5+6= o. line n / 27154 = line I = 11166 gallons line I = 23267 gallons line I = 38697 gallons line I = line I = line I = gallons gallons gallons 73130 gallons 2.69 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD" While this section deals with hydraulic loading capacities, applications cannot exceed agronomic rate for receiving crop according to its certified waste plan. 2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are not considered available to receive waste. p. tract # q. field # r. soil type s. crop t. acres u. remaining IRR-2 PAN balance (lb/acre) v. maximum application rate (in/hr) w. maximum application amount (inches) 3059 8 NoA wheat 4.46 84.51 0.5 1 3059 9 Ra wheat 2.49 125.00 0.5 1 3059 10 NoA wheat 3.65 68.60 0.6 1 3059 11 NoA wheat 4.25 78.15 0.5 1 3059 12 NoA wheat 4.25 77.80 0.5 1 3059 5 Ra wheat 4.84 125.00 0.5 1 3059 6 GoA wheat 4.75 125.00 0.5 1 3059 7 GoA wheat 1.93 125.00 0.5 1 3059 2 GoA wheat 3.51 34.14 0.5 1 x. total acres available during 5 day draw down (sum of column t) = 34.13 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o PoA (5 Day) 2/21/uu 0.08 inches per acre to be applied within 5 days line x If unable to land apply hydraulic load listed in line y, list course of action here including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new hydraulic load based on new information. Farm has been depopulated. Plan to land apply hydraulic load: 1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation equipment mar down in field; "trafficability" across soils; will soils absorb application without runoff, etc.) wet but finally getting some drying conditions 2. Date and amount of last rainfall event? DATE: 3. Dates of last waste application event per field: 01/15/21 AMOUNT: 0.50 inches last week 4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in line "n" at appropriate seasonal (i.e. winter) application rates within 5 days? yes 5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to meet proposed changes in application rates and amounts; and any other information for consideration. Irrigate daily with 2 reels moving as needed beginning 1-19-21. PoA (5 Day) 2/21/00 PoA (5 Day) 2/21/00 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): 2. Current liquid volume in structural freeboard a. current liquid level according to marker 1 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 g. volume of waste produced according to structural design h. current herd # 0 certified herd # 12.0 12.0 92125 180 116329 2900 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 I. total volume to be land applied line e + line k = 0 53740 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 11166 gallons 11166 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): 2. Current liquid volume in structural freeboard a. current liquid level according to marker 2 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 g. volume of waste produced according to structural design h. current herd # certified herd # 11.0 12.0 inches inches 1.0 inches 31250 ft2 19479 gallons 180 29012 1000 days ft3 actual waste produced = current herd # x line g = 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 volume of waste to be land applied during 5 day draw down I. total volume to be land applied line e + line k = 18229 ft3 ft3 3788 gallons 23267 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): 2. Current liquid volume in structural freeboard a. current liquid level according to marker 3 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 g. volume of waste produced according to structural design h. current herd # certified herd # 11.0 12.0 inches inches 1.0 inches 51975 ft2 32398 gallons 180 40353 1224 days ft3 actual waste produced = current herd # x line g = 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 volume of waste to be land applied during 5 day draw down I. total volume to be land applied line e + line k = 30319 ft3 ft3 6300 gallons 38697 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): 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 g. volume of waste produced according to structural design h. current herd # certified herd # 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 I. total volume to be land applied line e + line k = inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons 0 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): 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 g. volume of waste produced according to structural design h. current herd # certified herd # 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 I. total volume to be land applied line e + line k = inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons 0 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): 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 g. volume of waste produced according to structural design h. current herd # certified herd # 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 I. total volume to be land applied line e + line k = inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons 0 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