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Home My WebLink About520009_Plan of Action_20201113PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: Facility Name: 52 - 09 Certified Operator Name: Danny Grant County: Jones No -Name 1 &2 Operator #: 17676 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 Lagoon Name (ID): No -Name 1 No -Name 2 Spillway (Yes or No): No No Level (inches): 16" 14" 2. Check all applicable items 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. X 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: As weather permits I hereby certify that I 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. Raymond Collier Phone: Facility Owner/Manager (print) Date: Facility Owner/Manager (signature) Cover Page No -Name Farm (PoA30day) 11-13-2020 11 /13/2020 Page 1 of 5 11. 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: No -Name 1 (NNF) line m = 24.0 lb PAN 2. Structure ID: No Name 2 (NNB) line m = 208.4 —lb PAN 3. Structure ID: line m = lb PAN 4. Structure ID: line m = lb PAN 5. Structure ID: line m = lb PAN 6. Structure ID: line m = lb PAN n. lines 1 +2+3+4+5+6= 232.5 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD_ DO NOT LIST FIFI MR TO WFIICH PAN CANN(1T RF APPI I1=111 1111 IRIN(_ Tt-IIC 'Zn nAV D11=01rIn o. tract # p. field # q. crop r. acres s. remaining IRR- 2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u. application window' 8578 New 2 Wheat 29.17 136.00 3967.1 9/1-4/30 8578 P1 Wheat 3.10 108.00 334.8 9/1-4/30 8578 P2 Wheat 2.60 108.00 280.8 9/1-4/30 8578 P3 Wheat 2.80 108.00 302.4 9/1-4/30 8578 P4 Wheat 3.10 108.00 334.8 9/1-4/30 '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) = 5219.9 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 232.5 lb. PAN x. Crop's remaining PAN balance (line v from section 111) = 5219.9 lb. PAN y. Overall PAN balance (w - x) = -4987 lb. PAN SUMMARY No -Name Farm (PoA30day) 11-13-2020 Page 2 of 5 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. Waste will be applied as soon as weather permits. SUMMARY No -Name Farm (PoA30day) 11-13-2020 Page 3 of 5 PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 1 No -Name 1 (NNF 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 16.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 20.0 inches c. line b - line a (inches in red zone) = 4.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 39501 Ift2 e. line c/12 x line d x 7.48 gallons/ft3 98489 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 28132 ft3 h. current herd # 3840 certified herd #1 3840 actual waste produced = current herd # x line g = 28132 ft3 certified herd # i. volume of wash water according to structural design ©ft3 j. excess rainfall over evaporation according to design 41226 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 86466 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 8/5/20201 0.13 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 24.0 Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure 1 No -Name Farm (PoA30day) 11-13-2020 Page 4 of 5 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): 1 No Name 2 (NNB) 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker I 14.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 1 20.0 inches c. line b - line a (inches in red zone) = 6.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 39501 ft2 e. line c/12 x line d x 7.48 gallons/ft3 147734 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design I 180 days g. volume of waste produced according to structural design 1 28132 Jft3 h. current herd # 3840 certified herd # 3840 actual waste produced = current herd # x line g = 28132 ft3 certified herd # i. volume of wash water according to structural design Oft, j. excess rainfall over evaporation according to design 41226 ft3 k. (lines h + i +j) x 7.48 x 30 days/line f= 86466 gallons 4. Total PAN to be land applied during draw down period 1. current waste analysis dated 1 8/5/2020 0.89 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 208.4 Ibs. PAN REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure 2 No -Name Farm (PoA30day) 11-13-2020 Page 5 of 5