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Home My WebLink About310014_Plan of Action_20180926,2ol6ozqs7 q-ZG-1� PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-14 County: Duplin Facility Name: DM Section 3 Certified Operator Name: Doug Atkins Operator Number: 985738 31- 6 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 19 12 14 7 20 11 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: 9/25/2018 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 Facility Owner/Manager (print) Facility Owner/Manager (signature) Phone: 910-285-1357 Date: 9/25/2018 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 12.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 7.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 141000 ftZ e. line c/12 x line d x 7.48 gallons/ft3 615230 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 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 7/19/2018 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) 0 ft3 82250 ft3 359626 gallons 2.17 Ibs/1000 gal. 2115.4 Ibs. PAN PoA (30 Day) 2/21/00 t, 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 14.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 30.0 inches c. line b - line a (inches in red zone) _ _ 16.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 130000 ft2 e. line c/12 x line d x 7.48 gallons/ft' 1296533 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 ft' h. current herd # F-7-98-01 certified herd # 7980 actual waste produced = current herd # x line g = 263084 ft' certified herd # i. volume of wash water according to structural design Offs j. excess rainfall over evaporation according to design 75833 ft' k. (lines h + i + j) x 7.48 x 30 days/line f= 422517 gallons 4. Total PAN to be land applied during draw down period, I. current waste analysis dated 7/19/2018 0.90 lbs/1000 gal. m. ((lines e + k)/1000) x line 1= 1547.1 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 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 1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 7.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 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) 67081 ftz e. line c/12 x line d x 7.48 gallons/ft3 501766 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 7/19/2018 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) J 0 ft3 1 40965 ft3 96731 gallons 1.79 Ibs/1000 gal. 1071.3 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): JWendy 3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according, to marker 11.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 8.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 879541 ft2 e. line c/12 x line d x 7.48 gallons/ft3 438597 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 h2 current herd # 2222 certified herd # 2222 actual waste produced = current herd # x line g = 73254 V 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 7/19/2018 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) 0 ft3 51307 ft3 155286 gallons 1.63 Ibs/1000 gal. 968.0 Ibs. PAN PoA (30 Day) 2/21 /00 ` II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24 ' HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 3-2 line m = 2115.4 lb PAN 2. Structure ID: 3-3 line m = 1547.1 lb PAN 3. Structure ID: Wendy 1 line m = 1071.3 lb PAN 4. Structure ID: Wendy 3 line m = 968.0 lb PAN 5. Structure ID: line m = lb PAN 6. Structure ID: line m = lb PAN n.lines1+2+3+4+5+6= 5701.9lbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED 1711IRING THIS 3n DAY PFRinn o. tract # p. field # G. crop r. acres s. remaining IRR 2 PAN balance (lb/acre) L TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u. application window' 1-12 Bermuda 27.9 115.00 3208.5 Mar - Se 40-46 Bermuda 20.8 259.00 5387.2 Mar - Se '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) = 8595.7 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 5701.9 lb. PAN x. Crop's remaining PAN balance_ (line v from section III) = 8595.7 lb. PAN y. Overall PAN balance (w - x) = -2894 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 sceiving 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