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Home My WebLink About090044_Plan of Action (POA)_20200527 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: -1 - 4 Li County: 6\adete) Facility Name: Melvin Err • Certified Operator Name: e_)uYDti Me IV)n . Operator# wog. tJ 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): TT Spillway (Yes or No): • '~ Level (inches): I(Q It‘ • 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. 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: J / 5/ OO 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. • t3rton ( IQ.I V)n Phone: Ct (0" S1 H (080 Facility Owner/Manager( rint) Date: 51 )-7 1 a0 2U Facility Owner/Manager(signature) PoA Cover Page 2121/00 • IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.I24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: Melving Brothers A line m = 484.5 lb PAN 2. Structure ID: Melvin Brothers B line m = 628.7 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: Tine m = lb PAN n. lines1 + 2+ 3+4+5+ 6= 1113.3lbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. o. tract# p. field# q. crop r. acres s.remaining IRR-t.TOTAL PAN u.application window' 2 PAN balance BALANCE FOR (lb/acre) FIELD(lbs.) column r x s Melvin M bermuda hay 3.34 236 788.2 March-Sept 11 bermuda hay 5.63 231 1300.5 March-Sept N bermuda hay 3.19 190 606.1 March-Sept K1 bermuda hay 3.20 157 502.4 March-Sept **only used 4 fields and plenty of PAN left 1I I 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) = 3197.3 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (linen from section II) = 1113.3 lb. PAN x. Crop's remaining PAN balance(line v from section III)= 3197.3 lb. PAN y. Overall PAN balance(w-x) = -2084 lb. 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 oon as fields dry out. **did not use all fields in plan because there is plenty of PAN still available. 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): MB A 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 19.0 inches c. line b- line a (inches in red zone)= 3.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 96136 ft2 e. line c/12 x line d x 7.48 gallons/ft3 179774 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 116047 ft3 h. current herd# 3520 certified herd# 3520 actual waste produced = current herd# x line g = 116047 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 58333 ft3 k. (lines h + i +j)x 7.48 x 30 days/line f= 217394 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 2/17/2020 1.22 lbs/1000 gal. m. ((lines e + k)/1000)x line I = 484.5 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): MB B 2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard a. current liquid level according to marker 18.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches c. line b-line a (inches in red zone)= 1.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 102476 ft2 e. line c/12 x line d x 7.48 gallons/ft3 63877 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 116047 ft3 h. current herd# 3520 certified herd# 3520 actual waste produced = current herd# x line g = 116047 ft3 certified herd# i. volume of wash water according to structural design 50823.5 ft3 j. excess rainfall over evaporation according to design 62066 ft3 k. (lines h + i +j)x 7.48 x 30 days/line f= 285408 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 2/17/2020 1.80 lbs/1000 gal. m. ((lines e + k)/1000)x line I = 628.7 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA(30 Day)2/21/00