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Home My WebLink About310012_Plan of Action_20181213 (2)5� 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 Namelidentifier (ID): F MW1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 12.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 7.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 46331 ift' e. line c/12 x line d x 7.48 gallons/ft3 202158 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 40880.2 ft3 h. current herd # 1240 certified herd # 1240 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 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 1 FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 40880 ft' 0 ft3 27026.4 ft3 14109 gallons 1.79 Ibs/1000 gal. 387.1 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): MW2 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 -dine 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 10.0 inches 19.0 inches 9.0 inches 96001.51 ft2 538568 gallons 3. Projected volume of waste liquid.produced during draw down period i f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 118684.5 ft3 h. current herd # 3600 certified herd # 3600 actual waste produced = current herd # x line g = 118685 ft3 certified herd # i. volume of wash water according to structural design ft3 j. excess rainfall over evaporation according to design 56000.9 ft3 k. (lines h + i + j) x 7.48 x 5 daystline f= 36296 gallons. 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 6/1/2018 1.85 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 1063.6 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE -ON SITE. (Click on the next Structure tab shown below) 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 MW3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 12.0 inches b. designed 25,yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 7.0 inches d. top of dike surface area -according to design (area at below structural freeboard elevation) 96800 ftZ e. line c/12 x line d x 7.48 gallons/fe 422371 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 118684.5 ft3 h. current herd # 3600 certified herd # 3600 actual waste produced = current herd # x line g = 118685 W certified herd # i. volume of wash water according to structural design I 0I ft3 j. excess rainfall over evaporation according to design 56466.7 Ift3 k. (lines h + i + j) x 7.48 x 5 days/line f= 36393 gallons 4. Total PAN to be land applied during draw down period I: current waste analysis dated 6/1/2018 2.21 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 1013.9 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: MW1 line I = 14109 gallons 2. structure ID: MW2 line I = 155978 gallons 3. structure ID: MW3 line I = 36393 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 / 27164 = 206480 gallons 7.60 acre -inches Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''2 '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. ma)amum application rate (in/hr) w. mabmum application amount (inches) 71100 p13 goldsboro bermuda 5.08 244 1 0.96 71100 p17 goldsboro 'wheat 6.10 136 1 0.96 71100 p19 goldsboro wheat 6.10 136 1 0.96 71100 p9 goldsboro bermuda 3.63 123.74 1 0.96 71100 pytl goldsboro bermuda 18.00 27.88 1 0.96 x. total acres available during 5 day draw down (sum of column t) = 38.91 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE PoA (5 Day) 2/21 /00 Y. line o = 0.20 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, late new nyarawyc ioaa pasea on new mtormauon. Plan to land apply hydraulic load: 1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation equipment mar sown in tiew; •-tratncam .. across sons; win sous aosoro application w itnout runott etc. No water standing in fileds application is available ASAP. 1__a _ :.-t_n _ __an. I ✓GLL. GI— GI I1-5 IL VI IGJL IG1111GII L.Y L.11L: DATE: 1 09/25/18 AMOUNT: 0.30 inches Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in line "n" at appropriate seasonal (i.e. Yes next 5 days - ication rates within 5 on rates and amounts irrigation event; changes made in gun sizes, nozzles, "o11 rings, operating time, travel speed, etc. to ana any otner mtormation for consideration. 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): MW1 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/W 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 # 1240 certified herd # 1240 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 = ,I , 12.0 inches 12.0 inches inches 46331 ft2 gallons 180 days 40880.2 ft' 40880 ft' 0 fts 27026.4 ft3 14109 gallons 14109 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 1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): MW2 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/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 # 3600 certified herd # 3600 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 I. total volume to be land applied line e + line k = 10.0 inches 12.0 inches 2.0 inches 96001.5 ft2 119682 gallons 180 days 118684.5 ft3 118685 ft' 0 ft3 56000.9 ft3 36296 gallons 155978 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): F7 MW3 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/W 3. Projected volume of waste liquid produced during draw down period 12.0 inches 12.0 inches inches 96800 ftz gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 118684.5 ft3 h. current herd # 3600 certified herd # 3600 actual waste produced = current herd #W x line g = 118685 ft' certified herd # i. volume of wash water according to structural design 1 ft3 j. excess rainfall over evaporation according to design 1 56466.7 ft' k. (lines h + i + j) x 7.48 x 5 daysiline f = 36393 gallons 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 = 36393 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