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Home My WebLink About820627_POA Highfreeboard_20220721PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: Facility Name: Certified Operator Name: 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): 2. Check all applicable items X 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. W Gregory Thornton 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 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 Facility Owner/Manager (print) Facility Owner/Manager (signature) 82-627 3 Boys Run McGill Farm Lagoon 1 1 N 18 W Gregory Thornton Lagoon 2 Lagoon 3 County: Operator Number: Lagoon 4 Phone: Date: Sampson Lagoon 5 7/21/2022 910-214-6359 7/21/2022 1001866 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 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 # 8609 8609 8609 8609 1State current crop ending application date or next crop application beginning date for available receiving crops during 30 day draw down period. IV. FACILITY'S PoA OVERALL PAN BALANCE w. x. y. NARRATIVE: 1. Structure ID: 2. Structure ID: 3. Structure ID: 4. Structure ID: 5. Structure ID: 6. Structure ID: n. p. field # 1 2 3 4 v. Total PAN available for all fields (sum of column t) = Total PAN to be land applied (line n from section II) = Crop's remaining PAN balance (line v from section III) = Overall PAN balance (w - x) = 1 lines 1 + 2 + 3 + 4 + 5 + 6 = q. crop coastal bermuda coastal bermuda coastal bermuda coastal bermuda r. acres 5.37 5.47 5.03 4.93 line m = line m = line m = line m = line m = line m = s. remaining IRR-2 PAN balance (lb/acre) 245 180.68 245 197.18 379.67358 0 0 0 0 0 379.67358 t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s 1315.65 988.3196 1232.35 972.0974 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4508.417 379.67358 4508.417 -4128.74342 lb PAN lb PAN lb PAN lb PAN lb PAN lb PAN lb PAN u. application window1 Mar-Sep Mar-Sep Mar-Sep Mar-Sep lb. PAN lb. PAN lb. PAN lb. 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. 2. 3. 4. REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure Name/Identifier (ID): Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. b. c. d. e. Projected volume of waste liquid produced during draw down period f. g. h. i. j. k. Total PAN to be land applied during draw down period l. m. current liquid level according to marker designed 25 yr./24 hr. storm & structural freeboard line b - line a (inches in red zone) = top of dike surface area according to design (area at below structural freeboard elevation) line c/12 x line d x 7.48 gallons/ft3 temporary storage period according to structural design volume of waste produced according to structural design current herd # actual waste produced = current herd # x line g = volume of wash water according to structural design excess rainfall over evaporation according to design (lines h + i + j) x 7.48 x current waste analysis dated ((lines e + k)/1000) x line l = 2580 30 1 certified herd # certified herd # days/line f= 7/1/2022 2580 18 19 1 65856 41050.24 180 83738 83738 0 39514 153654.16 1.95 379.67358 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons lbs/1000 gal. 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. 2. 3. 4. REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure Name/Identifier (ID): Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. b. c. d. e. Projected volume of waste liquid produced during draw down period f. g. h. i. j. k. Total PAN to be land applied during draw down period l. m. current liquid level according to marker designed 25 yr./24 hr. storm & structural freeboard line b - line a (inches in red zone) = top of dike surface area according to design (area at below structural freeboard elevation) line c/12 x line d x 7.48 gallons/ft3 temporary storage period according to structural design volume of waste produced according to structural design current herd # actual waste produced = current herd # x line g = volume of wash water according to structural design excess rainfall over evaporation according to design (lines h + i + j) x 7.48 x current waste analysis dated ((lines e + k)/1000) x line l = 30 certified herd # certified herd # days/line f= 0 0 0 0 0 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons lbs/1000 gal. 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. 2. 3. 4. REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure Name/Identifier (ID): Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. b. c. d. e. Projected volume of waste liquid produced during draw down period f. g. h. i. j. k. Total PAN to be land applied during draw down period l. m. current liquid level according to marker designed 25 yr./24 hr. storm & structural freeboard line b - line a (inches in red zone) = top of dike surface area according to design (area at below structural freeboard elevation) line c/12 x line d x 7.48 gallons/ft3 temporary storage period according to structural design volume of waste produced according to structural design current herd # actual waste produced = current herd # x line g = volume of wash water according to structural design excess rainfall over evaporation according to design (lines h + i + j) x 7.48 x current waste analysis dated ((lines e + k)/1000) x line l = 30 certified herd # certified herd # days/line f= 0 0 0 0 0 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons lbs/1000 gal. 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. 2. 3. 4. REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure Name/Identifier (ID): Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. b. c. d. e. Projected volume of waste liquid produced during draw down period f. g. h. i. j. k. Total PAN to be land applied during draw down period l. m. current liquid level according to marker designed 25 yr./24 hr. storm & structural freeboard line b - line a (inches in red zone) = top of dike surface area according to design (area at below structural freeboard elevation) line c/12 x line d x 7.48 gallons/ft3 temporary storage period according to structural design volume of waste produced according to structural design current herd # actual waste produced = current herd # x line g = volume of wash water according to structural design excess rainfall over evaporation according to design (lines h + i + j) x 7.48 x current waste analysis dated ((lines e + k)/1000) x line l = 30 certified herd # certified herd # days/line f= 0 0 0 0 0 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons lbs/1000 gal. 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. 2. 3. 4. REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure Name/Identifier (ID): Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. b. c. d. e. Projected volume of waste liquid produced during draw down period f. g. h. i. j. k. Total PAN to be land applied during draw down period l. m. current liquid level according to marker designed 25 yr./24 hr. storm & structural freeboard line b - line a (inches in red zone) = top of dike surface area according to design (area at below structural freeboard elevation) line c/12 x line d x 7.48 gallons/ft3 temporary storage period according to structural design volume of waste produced according to structural design current herd # actual waste produced = current herd # x line g = volume of wash water according to structural design excess rainfall over evaporation according to design (lines h + i + j) x 7.48 x current waste analysis dated ((lines e + k)/1000) x line l = 30 certified herd # certified herd # days/line f= 0 0 0 0 0 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons lbs/1000 gal. 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. 2. 3. 4. REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure Name/Identifier (ID): Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. b. c. d. e. Projected volume of waste liquid produced during draw down period f. g. h. i. j. k. Total PAN to be land applied during draw down period l. m. current liquid level according to marker designed 25 yr./24 hr. storm & structural freeboard line b - line a (inches in red zone) = top of dike surface area according to design (area at below structural freeboard elevation) line c/12 x line d x 7.48 gallons/ft3 temporary storage period according to structural design volume of waste produced according to structural design current herd # actual waste produced = current herd # x line g = volume of wash water according to structural design excess rainfall over evaporation according to design (lines h + i + j) x 7.48 x current waste analysis dated ((lines e + k)/1000) x line l = 30 certified herd # certified herd # days/line f= 0 0 0 0 0 inches inches inches ft2 gallons days ft3 ft3 ft3 ft3 gallons lbs/1000 gal. lbs. PAN