Loading...
HomeMy WebLinkAbout090097_inspection_20210304LAN OF ACTION (PoA) FOR HIGH FREEBOARD Facility Number: Facility Name: ~1 Certified Operator Name: T ANIMAL FACILMIES County: c2eAn Yo-rwoe \--yb1 --{-1 HT() Y'onrDe_, 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 �f. 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 III 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: . 1 hereby certify that 1 have reviewed the information 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. -i 1 tb n oYo Faciflty Owner/Manager (print) 1 c,, ; Facility Owner/Manager (signature) Phone: Date: PoA Cover Page 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 = 80210 gallons line I = gallons line I = gallons line I = gallons line I = gallons line I = gallons 80210 gallons 2.95 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2 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) 4628 1AC GbA overseed 4.30 40.00 0.5 1 4628 1B LN overseed 3.20 40.00 0.5 1 4628 2 LN overseed 1.70 40.00 0.5 1 4628 3 LN overseed 0.75 40.00 0.5 1 1 1 1 1 x. total acres available during 5 day draw down (sum of column t) = 9.95 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o = line x 0.30 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 Toad: 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 still wet, but hopefully will dry out within the week. They will select the dryest loactions to pump. More rain is forecasted for this weeKend. 2. Date and amount of last rainfall event? DATE: 3. Dates of last waste application event per field: 03/01/21 AMOUNT: —.1-.2 Pumped this week and will pump as field conditions allow. 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. 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. Will pump as condidtions allow and choose the dryest fields. 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): Monroe Finishing 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 # 1750 certified herd # 10.0 12.0 inches inches 2.0 inches 49875 ft2 62178 gallons 180 58023 1760 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 = days ft3 57693 ft3 0 29093.8 ft3 ft3 18032 gallons 80210 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