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HomeMy WebLinkAbout310639_Plan of Action_201810167, 2-0 ftI S-eq PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-639 County: Duplin Facility Name: William Norris Nurseries Certified Operator Name: Bill Norris Operator Number: Ito .(Ia-t�b 31 -G 3q AWA 18419 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 7 6 6 N N N 19 19 19 2. Check all applicable items X 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 DWO 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 for 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: 9/19/18 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. Bill Norris Facility Owner/Manager (print) Facility Owner/Manager (signature) Phone: Date: 9/17/18 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: lagoon 1 line m = 179.9 lb PAN 2. Structure ID: lagoon 2 line m = 213.1 lb PAN 3. Structure ID: lagoon 3 line m = 153.4 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= 5463lbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PFRIOD DO NOT LIST FIFI nS TO WHICH PAN CANNOT RF APPI IFn niIRING THIS 3n DAY PFRIOD o. tract # p. field # q. crop r. acres s. remaining IRR-2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u application window' zone a small grain 7.90 50.00 395.0 Oct 1-Mar 31 zone b small grain 5.70 50.00 285.0 Oct 1-Mar 31 '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) = 680.0 lb. PAN IV. FACILITY S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 546.3 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 680.0 lb. PAN y. Overall PAN balance (w - x) = -134 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 based on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance PoA (30 Day) 2121/00 table and recalculate the overall PAN balance. It 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. Levels called in 9/17118 after the Hurricane Florence; lagoons were in compliance before the storm: lagoon 1. 33 inches, lagoon 2: 36 inches, lagoon 3. 36 inches. Information provided is accurate to the best of my recollection. PoA (30 Day) 2/21/00 a 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): la oon 1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr./24 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 c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period 7.01 inches 19.0 1 inches 12.0 inches 19296 ftz 144334 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 19048.11 ft3 h. current herd # 2300 certified herd #1 2600 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 8/1/18 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 16850 ft3 fts 131255 fO 37369 gallons 0.99 Ibs/1000 gal. 179.9 lbs. PAN 4 1/ 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): la oon 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 6.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 13.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 19296 ftz e. line c/12 x line d x 7.48 gallons/fO 156362 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 19048.1 fe h. current herd # 2300 certified herd #1 2600 actual waste produced = current herd #- x line g = 16850 f? 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 '8/1/18 m. ((lines e + k)/1000) x line 1 = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2121/00 0 fe 13125 fe 37369 gallons 1.10 Ibs/1000 gal. 213.1 Ibs. PAN ti- 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): lagoon 3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 6.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.01 inches c. line b - line a (inches in red zone) = 13.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 17856 fe e. line c/12 x line d x 7.48 gallons/fe 144693 1 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 9524.1 ft3 h. current herd # 2300 certified herd # 2600 actual waste produced = current herd # x line g = 8425 ft3 certified herd # i. volume of wash water according to structural design 0 fe j. excess rainfall over evaporation according to design 12187.5 fe ` k. (lines h + i + j) x 7.48 x 30 days/line f= 25697 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 8/1/18 0.90 Ibs/1000 gal. m. ((lines e + k)/1000) x line 1 = 153.4 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21100 i i