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HomeMy WebLinkAbout090131_30 day POA_20210114 (2)PLAN OF AC T II0 (PoA) FOR C= GH FREEBOARD AT ANIMAL FAC L IIT OES 1 I County: LYiV1 Facility Name.Kt- � 4'� 1tir � 0 i , Certified !'perator Name: nt\ E : Cren Operator ; g b 3 'l. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current liquid leve in the lagoon to the bottom of the spillway for lagoons with spillways, q I Structure 1 Structure 2 Structure 3 Structure 4 Facility Number: Lagoon Name/Identifier (ID): Spillway (Yes or No): Level (inches): 1 2. Check all applicable items E lc-kris/or\ L f Liquid level is within the designed structural freeboard eleva tions attons of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. Structure 5 Structure 6 2 'zlef./ x/ / /15/ 20 Liquid '25 q id level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action is attached. Agronomic balance is within acceptable range. Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to pumped and hauled is reflected in section Ili tables. Included within this plan is a list of the proposed sites with related facility number(s), number acres and receiving crop information. Contact and secure approval from the Division of Water Quality prior to transfer of waste to a site not covered in the facility's certified animal waste management plan. Operation will be partially or fully depopulated. - attach a complete schedule with corresponding animal units and dates for depopulation if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3. Earliest possible date to begin land application of waste: (- Li 1 hereby certify that 1 have reviewed the information listed above and included within the attached flan of Action, and to the best of my knowledge and ability, the information is accurate and correct, OAR @cn Facility O er/itllanager (print) Facility Owner/Manager (signature) Phone: ID - 2 7 3 g Date. PoA Cover Page 2/21/00 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 2. Structure ID: 3. Structure ID: 4. Structure ID: 5. Structure ID: 6. Structure ID: White Plains n. lines 1 +2+3+4+5+6= line m = 260.6 Ib PAN line m = Ib PAN line m = Ib PAN line m = Ib PAN line m = Ib PAN line m = Ib PAN 260.6 Ib PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN 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 (Ib/acre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window' 4742 1 overseed 5.35 35.00 187.3 Mar -Sept 4742 2 overseed 4.51 35.00 157.9 Mar -Sept ** guestimate on PAN left - has pumped 1 time. '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) = IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = x. Crop's remaining PAN balance (line v from section III) = y. Overall PAN balance (w - x) = 345.1 Ib. PAN 260.6 Ib. PAN 345.1 Ib. PAN -85 Ib. PAN 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. NARRATIVE: Will begin pumping as soon as field conditions allow. PoA (30 Day) 2/21/00 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 1. Structure Name/Identifier (ID): White Plains 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 g. volume of waste produced according to structural design h. current herd # 0 certified herd # 11.0 19.0 inches inches 8.0 inches 48000 ft2 239360 gallons 180 44543 6060 days ft3 actual waste produced = current herd # x line g = fti 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 = 1/6/2021 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 0 28000 ft3 ft3 34907 gallons 0.95 Ibs/1000 gal. 260.6 Ibs. PAN PoA (30 Day) 2/21/00 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 0 n. lines 1 + 2 + 3 + 4 + 5 + 6 = o. line n / 27154 = line I = 44898 gallons line I = gallons line I = gallons line I = gallons line I = gallons line I = gallons 44898 gallons 1.65 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2 '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. maximum application rate (in/hr) w. maximum application amount (inches) 4742 1 ExA overseed 5.35 35 0.35 1 4742 2 ExA overseed 4.51 35 0.35 1 **guestimate on PAN*** x. total acres available during 5 day draw down (sum of column t) = 9.86 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o = line x 0.17 inches per acre to be applied within 5 days 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. PoA (5 Day) 2/21/00 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.) some areas are still wet hopefully will dry out later this week. They will select the dryest loactions to pump. Plans to irrigate Wed or Thursday. Needs about 2 hours to irrigrate and will be out of structural. no rain in forecast until the Friday and 50% then. 2. Date and amount of last rainfall event? DATE: 3. Dates of last waste application event per field: 01 /11 /21 AMOUNT: 0.80 inches 1/13 - pumped about 15-20 minutes on 2 hyrdrants. 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? Maybe - depending on how quickly fields dry out. fields are still wet. Sold pigs last week. 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. No changes to equipment. Plan using solid set this rest of this week as field conditions allow. Sold pigs last week. PoA (5 Day) 2/21/00 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): White Plains 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/ft6 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 # 11.0 19.0 inches inches 8.0 inches 48000 ft2 239360 gallons 180 44543 6060 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 PAN to be land applied during draw down period I. current waste analysis dated 1/6/2021 m. ((lines e + k)/1000) x line I = 5 Total volume of waste to be land applied during 5 day draw down I. total volume to be land applied line e + line k = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 0 28000 ft3 ft3 5818 gallons 0.95 Ibs/1000 gal. 232.9 Ibs. PAN 44776 gallons