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Home My WebLink About820083_5 Day POA_20210121PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW DOWN PERIOD Double Mac 82-83 I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 2 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/ft' 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 # 6.0 19.0 13.0 94956 769460 180 161411 4896 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 m. ((lines e + k)/1000) x line I = 11/18/2020 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 0 58013 72323 1.29 1085.9 inches inches inches ft2 gallons days ft3 ft' ft3 ft3 gallons Ibs/1000 gal. Ibs. PAN II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: 2 line I = 367189 gallons 2. structure ID: line I = gallons 3. structure ID: line I = gallons 4. structure ID: line I = gallons 5. structure ID: line I = gallons 6. structure ID: line I = gallons n. lines 1 +2+3+4+5+6= o. line n / 27154 = 367189 gallons 13.52 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) 2467 P1 Norfolk wheat 53.20 63.00 0.5 1 2467 P2A Norfolk small grain overseed 10.25 45.00 0.5 1 2467 P2B Goldsboro small grain overseed 10.25 20.00 0.5 1 2467 6 Goldsboro rye 15.80 43.00 0.5 1 2467 5A Goldsboro small grain overseed 3.00 50.00 0.5 1 2467 5B Norfolk small grain overseed 3.00 50.00 0.5 1 x. total acres available during 5 day draw down (sum of column t) = 95.50 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o PoA (5 Day) 2/21/uu 0.14 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. 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.) Drying conditions should allow compliance within 5 days. 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 1/8/21 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 pivots as needed. 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 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 # 0 certified herd # 6.0 12.0 inches inches 6.0 inches 94956 ft2 355135 gallons 180 161411 4896 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 = 0 58013 ft3 ft3 12054 gallons 367189 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 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