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Home My WebLink About310765_Plan of Action_20200522PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-765 County: Duplin Facility Name: Flagship Farms 1, 2 &3 Certified Operator Name: Joe Szaloky Operator Number: AWA999328 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. Lagoon Name/ID Spillway(Y or N): Level(inches): Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lag 1 Lag 2 Lag 3 N N N 17 21 13 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. Bolume and PAN content of waste to be pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop information. Contact and secure approval from the DWQ prior to transfer of waste to a site not covered in the facility's CAWMP. Operation will be partially or fully depopulated. "Attach a complete schedule with corresponding animal units and dates fro 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 conditions permit 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. Advantage Farms, LLC Phone: Facility Owner/Manager (print) c� 2c1 tx Date: Facility OwnedManager (signatur ) 910-293-5248 5/22/2020 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 4110 line m = 1159.9 lb PAN 2. Structure ID: 4111 line m = 354.2 lb PAN 3. Structure ID: 4112 line m = 1312.1 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= 2826.3lbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN or-oinn nn nlrw 11QT mini nc Tr) WWIC_ta PAN r-ANNnT RF APPLIED DURING THIS 30 DAY PERIOD. o. tract # p. field # q. crop r. acres s. remaining 1RR- 2 PAN balance (lblacre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window T72141 Field 9 Soybeans 30.56 143.19 4375.9 April -Sep 15 Field 10 Soybeans 14.67 143.19 2100.6 April -Sep 15 20 Soybeans 8.74 143.19 1251.5 April -Sep 15 'State current crop ending application date or next crop application Deglnning aate Tor avauacle receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column t) = 7728.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 2826.3 Ib. PAN PoA (30 Day) 2121 /00 x. Crop's remaining PAN balance (line v from section III) = 7728.0 lb. PAN y. Overall PAN balance (w - x) = -4902 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 basec 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. Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is ava for pumping if needed. Remaining PAN is an estimate as grower did not supply me with available PAN. PoA (30 Day) 2/21100 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): 14110 2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr.124 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 c112 x line d x 7.48 gallonslW 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 17.0 inches 19.0 inches 2.0 inches 108900 fe 135762 gallons 180 days 121352 ft3 h. current herd # 3672 certified herd # 3672 actual waste produced = current herd # x line g 121352 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 30 days/line f= 4, Total PAN to be land applied during draw down period I. current waste analysis dated 2/25/2020 m. ((lines e + k)11000) x line i = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) fe 86213 ft3 258764 gallons 2.94 Ibsi1000 gal. 1169.9 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 Namelldentifier (ID): 4111 2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr.124 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 c112 x line d x 7.48 gailonsW 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 21.0 inches 19.0 inches -2 inches 108900 ftz -135762 gallons 180 days g. volume of waste produced according to structural design 1213521 ft3 h. current herd # 3672 certified herd #r 3672 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 1 2125I2020 m. ((lines e + k)11000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 121352 ft3 J ft3 86213 ft3 258764 gallons 2.88 Ibs11000 gai. 354.2 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): r4112 2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard a. current liquid level according to marker 13.0 inches b. designed 25 yr.124 hr. storm & structural freeboard E19.0 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) 108900 ft2 e. line c112 x line d x 7.48 gallons/W 407286 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 121352 ft3 h. current herd # 3672 certified herd # 3672 actual waste produced = current herd # x line g = 121352 ft3 certified herd # i. volume of wash water according to structural design L 0 ft3 j. excess rainfall over evaporation according to designF-7786213 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= i 25�gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 2/25/2020 1.97 Ibs11000 gal. m. ((lines e + k)/1000) x line I = 1312.1 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