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Home My WebLink About310014_Plan of Action_20190422r PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-14 County: Duplin Facility Name: DM Section 3 Certified Operator Name: AJ Linton Operator Number: 18625 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 Lagoon 3 Lagoon Lagoon 5 3-1 3-2 3-3 Wendy 1 Wendy 2 Wendy 3 no no no no no no 13 15 20 21 21 20 - 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. XXXX 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 3. Earliest possible date to begin land application of waste: 4/25/2019 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. Ironside Investment Management Phone Facility Owner/Manager (print) Date: Facility Owner/Manager (signature) 910-285-1357 4/22/2019 61 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): 3-1 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./24 hr. storm & structural freeboard 19.0 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) 89440 ft2 e. line c/12 x line d x 7.48 gallons/ft3 334506 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 130870 ft3 h. current herd # 3960 certified herd # 3960 actual waste produced = current herd # x line g = 130870 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 4/1/2019 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) PoA (30 Day) 2/21/00 0 ft3 54,308 ft3 230855 gallons 3.28 Ibs/1000 gal. 1854.4 Ibs. PAN r- 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): 3-2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 15.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.01 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) 136416 ft2 e. line c/12 x line d x 7.48 gallons/ft' 340131 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 206220 ft3 h. current herd # 6240 certified herd # 6240 - actual waste produced = current herd # x line g = 206220 ft3 certified herd # i. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 82250 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 359626 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 4/1/2019 3.71 Ibs/1000 gal. m. ((lines e + k)/1000) x line 1 = 2596.1 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 I 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): 3-3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker F 20.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 30.0 inches c. line b - line a (inches in red zone) = 10.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 132454 ftz e. line c/12 x line d x 7.48 gallons/ft3 825630 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 7-2630841 ft3 h. current herd # 7980 certified herd # 7980 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 4/1/2019 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) PoA (30 Day) 2/21/00 263084 ft3 Oft3 75833 ft3 422517 gallons 2.33 771 Ibs/1000 gal. 2958.1 Ibs. 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): Wend 1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 21.01 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) _ -2 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 67081 ft2 e. line c/12 x line d x 7.48 gallons/ft3 -83628 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 73254 ft3 h. current herd # 771-11-1 certified herd # 2222 actual waste produced = current herd # x line g = 36627 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 4/4/2019 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) PoA (30 Day) 2/21/00 Oft, 40965 ft3 96731 gallons 2.19 Ibs/1000 gal. 28.7 Ibs. PAN 'C 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): Wendy 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 21.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c line b - line a (inches in red zone) _ -2 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 67081 ft2 e. line c/12 x line d x 7.48 gallons/ft3 -8362$ 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 73440 ft3 h. current herd # 2222 certified herd # 2222 actual waste produced = current herd # x line g = 73440 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 4/4/2019 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) PoA (30 Day) 2/21/00 0 ft3 40965 ft3 142625 gallons 3.55 Ibs/1000 gal. 209.4 Ibs. 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): JWendy 3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 20.0 inches b. designed 25 yr./24 hr. storm & structural freeboard F 1-9-01 inches c. line b - line a (inches in red zone) _ -1 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 87954' ft2 e. line c/12 x line d x 7.48 gallons/ft3 -54825 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 73254 ft3 h. current herd # 1111 certified herd # 2222 actual waste produced =' current herd # x line g = 36627 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 4/4/2019 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) PoA (30 Day) 2/21/00 0 ft3 51307 ft3 109624 gallons 2.04 Ibs/1000 gal. 111.8 Ibs. PAN II. 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- 3-1 line m = 1854.4 lb PAN 2 Structure ID. 3-2 line m = 2596 1 lb PAN 3 Structure ID. 3-3 line m = 2958.1 lb PAN 4 Structure ID: Wendy 1 line m = 28 7 lb PAN 5. Structure ID: Wendy 2 line m = 209 4 lb PAN 6. Structure ID: Wendy 3 line m = 111.8 lb PAN n. lines 1 + 2 + 3 + 4 + 5 + 6 = 7758 5 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BF APPLIED DURING THIS no DAY PFRIOR o. tract # p. field # q. crop r. acres s remaining IRR 2 PAN balance (Ib/acre) L TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u application wnndow' 1-12 Bermuda 279 21500 59985 Mar -Sep 40-46 Bermuda 208 269.00 55952 Mar -Sep '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) = 115937 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section 11) = 77585 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 11593.7 lb. PAN y. Overall PAN balance (w - x) _ -3835 lb. PAN ine y must show as a deficit If line y does not show as a deficit, list course of action here including pump and aul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN ased on new information If new fields are to be included as an option for lowering lagoon level, add these elds to the PAN balance table and recalculate the overall PAN balance If animal waste is to be hauled to nother permitted facility, provide information regarding the herd population and lagoon freeboard levels at the ;ceiving facility NARRATIVE: Irrigation onto existing spray fields will begin as weather and field conditions permit There is sufficient land and PAN available. PoA (30 Day) 2/21/00