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Home My WebLink About090210_POA_20210215PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT FacilityNumber: 9 - County: .� Facility Name: 17�vtd 600den �ini�hiy Certified Operator Name: David 6&akn 6l0-dtr 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 all applicable items /-- /5 -,-�2 / 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: 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. o v I' D a ( - Facility Owner/Manager (print) Facili er/Manager (signature) Phone: Date: PoA Cover Page 2/21/00 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: David Gooden 1 line m = 389.9 lb PAN 2. Structure ID: 2 line m = 489.9 lb PAN 3. Structure ID: 3 line m = 456.2 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= 1336.0 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN pFlzlnn nn NnT I IAT FIFI ns TO WHICH PAN CANNOT RE APPLIED DURING THIS 30 DAY PERIOD. o. tract # p. field # q. crop r. acres s. remaining IRR 2 PAN balance (lb/acre) It. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u. application window' 4696 14A overseed graze 3.70 30.00 111.0 Sept -April 4696 14B overseed graze 3.60 30.00 108.0 Sept -April 4696 15A overseed graze 3.30 30.00 99.0 Sept -April 4696 15B overseed graze 3.30 30.00 99.0 Sept -April 4696 15C overseed graze 3.20 30.00 96.0 Sept -April 4696 15D overseed graze 1.80 30.00 54.0 Sept -April 4696 7A overseed graze 1.00 30.00 30.0 Sept -April 4696 7B overseed graze 2.50 30.00 75.0 Sept -April 4696 7C overseed graze 2.50 30.00 75.0 Sept -April 4696 2 overseed graze 2.90 30.00 87.0 Sept -April 4696 6 overseed graze 5.00 30.00 150.0 Sept -April 466 10 overseed graze 9.10 30.00 273.0 Sept -April 4696 9A overseed graze 1.85 30.00 55.5 Sept -April 4696 14A bermuda 3.70 150.00 555.0 Mar- Sept 4696 14B bermuda 3.60 150.00 540.0 Mar- Sept ** guesimate on PAN left and added Z tlelds for bermuda '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) = 2407.5 Ib. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 1336.0 Ib. PAN x. Crop's remaining PAN balance (line v from section III) = 2407.5 Ib. PAN y. Overall PAN balance (w - x) = -1072 Ib. PAN NARRATIVE: Pumping will begin as soon as field conditions are acceptable. used partial fields to get a negative balance. 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): I David Gooden 1 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 C 16.0 inches 19.0 inches 3.0 inches 95836 ft2 179213 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 145388 ft3 h. current herd # 4410 certified herd #1 4410 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 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated r 12/22/2020 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 145388 ft' 0 ft3 58333 Ift3 253972 gallons 0.90 Ibs/1000 gal. 389.9 lbs. PAN 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): I David Gooden 2 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/W 3. Projected volume of waste liquid produced during draw down period 13.0 inches 19.0 inches 6.0 inches 95836 ft2 358427 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 145388 Ift3 h. current herd # 1 44101 certified herd #1 4410 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 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 12/22/2020 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 145388 ft3 0 ft3 58333 ft3 253972 gallons C 0.80 Ibs/1000 gal. 489.9 lbs. PAN 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): David Gooden 3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard 28.0 inches c. line b - line a (inches in red zone) = 12.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 81600 ft2 e. line c/12 x line d x 7.48 gallons/ft3 610368 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 96925 ft3 h. current herd # 1 2940 certified herd #1 2940 actual waste produced = current herd # x line g = 96925 ft' 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 1 12/22/2000 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 64033 ft3 51680 ft3 265089 gallons 0.80 Ibs/1000 gal. 700.4 lbs. PAN PoA (30 Day) 2/21 /00