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HomeMy WebLinkAbout310014_30 day poa_20210330PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-14 Facility Name: DM Section 3 County: Duplin Certified Operator Name: Tonya Branson Operator Number: 1007345 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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 3-1 3-2 3-3 Wendy 1 Wendy 2 Wendy 3 no no no no no no 14 21 16 13 14 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. 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: 4/2/2021 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) CIY .41�1�1oati Date Facility Owner/Manager (signature) 910-285-1357 3/30/2021 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./24 hr. storm storage & structural freeboard a. current liquid level according to marker 14.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 5.0 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 278755 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 # 4119 certified herd # 3960 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 1/11/2021 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) 136125 fts Oft3 54,308 ft3 237406 gallons 2.69 Ibs/1000 gal. 1388.5 Ibs. 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): 3-2 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) 136416 ft2 e. line c/12 x line d x 7.48 gallons/ft3-170065 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 # 4143 certified herd # 6240 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 1/11/2021 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) 136918 ft3 Oft3 82250 ft3 273230 gallons 2.93 Ibs/1000 gal. 302.3 Ibs. 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): 3-3 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 30.0 inches c. line b - line a (inches in red zone) = 14.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 132454 ft2 e. line c/12 x line d x 7.48 gallons/ft3 1155882 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 263084 ft3 h. current herd # 5581 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 1 1/11/2021 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) 183994 ft3 Oft3 75833 ft3 323918 gallons 1.61 Ibs/1000 gal. 2382.5 Ibs. 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): Wendy 1 2. Current liquid volume in 25 yr./24 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) 67081 ft2 e. line c/12 x line d x 7.48 gallons/ft3 250883 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 # 1436 certified herd # 2222 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 1/11/2021 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) 47341 ft3 Oft3 40965 ft3 110089 gallons 1.78 Ibs/1000 gal. 642.5 Ibs. 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): Wendy 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 14.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 5.0 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 209069 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 # 2059 certified herd # 2222 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 1/11/2021 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) 68053 ft3 Oft3 40965 ft3 135909 gallons 2.53 Ibs/1000 gal. 872.8 Ibs. 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): Wendy 3 2. Current liquid volume in 25 yr./24 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) 87954 ft2 e. line c/12 x line d x 7.48 gallons/ft3 328948 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 # 1402 certified herd # 2222 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 1/11/2021 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) 46221 fts Oft3 51307 ft3 121584 gallons 1.68 Ibs/1000 gal. 756.9 Ibs. PAN PoA (30 Day) 2/21/00 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 = 1388.5 lb PAN 2. Structure ID: 3-2 line m = 302.3 lb PAN 3. Structure ID: 3-3 line m = 2382.5 lb PAN 4. Structure ID: Wendy 1 line m = 642.5 lb PAN 5. Structure ID: Wendy 2 line m = 872.8 lb PAN 6. Structure ID: Wendy 3 line m = 756.9 lb PAN n.lines 1+2+3+4+5+6= 6345.4lbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PFRIDD_ D0 NCIT LIST FIELDS Tn WHICH PAN CANNOT BF APPLIED nL1RING THIS 3n DAY PFRion_ o. tract # p. field # q. crop r. acres s. remaining IRR 2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) �14516.8 u. application window' 1-12 Bermuda 68.8 211.00 Mar -Sep 13-15 Bermuda 21 211.00 4431.0 Mar - Sep 16-18 Bermuda 11.07 211.00 2335.8 Mar -Sep 19-23 Bermuda 19.90 269.00 5353.1 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) = 26636.7 lb. PAN IV. FACILITY'S PDA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 6345.4 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 26636.7 lb. PAN y. Overall PAN balance (w - x) = -20291 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 anc 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