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HomeMy WebLinkAbout090025_30 day POA_20210112PLAN OF AO (TIION (PoA) FOR H]GH FREEBOARD AT AKIIAAL F CIILI1 TIIC S Facility Number: • e � �' county: . B ½d'y) Facility Name: L Hoc aftq'l LLC J Certified Operator Name: Iv) t-) tbd( D:�I t� SIC Operator # 1. 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 level in the lagoon to the bottom of the spillway for lagoons with spillways, Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6 Lagoon Name/Identifier (ID): Spillway (Yes or No): Level (inches): 2. Check ail applicable items on -Fw,,y, )-te 24 ✓ Liquid level is within the designed structural freeboard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. Liquid 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 Ill 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 313/21 3. Earliest possible date to begin land application of waste: hereby certify that Q have reviewed the infor aation listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct. } ti k4(,aa/ln Facility 04 erlillianagerr (print) errlManager (signature) � D • Phone: D ate: 3/ 3)21 r:t1;10,. • A Cover Page 2121100 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 = 227243 gallons line I = gallons line I = gallons line I = gallons line I = gallons line I = gallons 227243 gallons 8.37 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD" 1While 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) 3235 1 NoA Overseed/bermuda hay 4.64 29.00 0.4 1 3235 2S NoA Overseed/bermuda hay 1.11 21.00 0.4 1 3235 2W NoA Overseed/bermuda hay 2.38 21.00 0.5 1 3235 3N NoA Overseed/bermuda hay 2.83 21.00 0.5 1 3235 3S Gm Overseed/bermuda hay 1.62 21.00 0.4 1 3235 4N GbA Overseed/bermuda hay 0.78 21.00 0.5 1 3235 4S GbA Overseed/bermuda hay 1.07 21.00 0.5 1 3235 5N GbA Overseed/bermuda hay 2.83 21.00 0.5 1 3235 5S GbA Overseed/bermuda hay 4.76 21.00 0.5 1 x. total acres available during 5 day draw down (sum of column t) = 22.02 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o = 0.38 inches per acre to be applied within 5 days line x If urt(idcr1Ab hydraulic Toad 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.) Fields are drying out and pumping as field conditions allow. 2. Date and amount of last rainfall event? DATE: 3. Dates of last waste application event per field: 03/01/21 AMOUNT: -.1-.2 inches Pumped some since last POA 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? Pumping as fields dry out. Hogs sold 2 weeks ago. 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. As fields dry out, will try to pump. 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): A & H Hog Farm 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 # 0 certified herd # 8.5 12.0 inches inches 3.5 inches 102856 ft2 224398 gallons 180 121058 3672 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 14175 ft3 ft3 2945 gallons 227343 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