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Home My WebLink About310848_30 day poa_20210218PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-848 County: Duplin Facility Name: Friendship Finishing Certified Operator Name: Santiago Vazquez Operator Number: 19878 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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: 1 2 5 Spillway(Y or N): Y N N Level(inches): 16 18 18 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. 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. 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: 2/22/2021 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. Stan Draughon Phone Facility Owner/Manager (print) Date Facility Owner/Manager (signature) 910 262-1455 2/18/2021 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: 1 line m = 2266.8 lb PAN 2. Structure ID: 2 line m = 522.6 lb PAN 3. Structure ID: 5 line m = 253.5 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= 3042.9 lb PAN 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 # p. field # q. crop r. acres s. remaining IRR 2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) u. application window' 71935 1 small grain overseed 9.09 75.00 681.8 Sep -Mar 71935 2 small grain overseed 4.13 75.00 309.8 Sep -Mar 71935 4 small grain overseed 6.67 75.00 500.3 Sep -Mar 71935 5 small grain overseed 6.14 75.00 460.5 Sep -Mar 71935 6 small grain overseed 4.61 75.00 345.8 Sep -Mar 71935 7 small grain overseed 2.79 75.00 209.3 Sep -Mar 71935 8 small grain overseed 4.91 75.00 368.3 Sep -Mar 71935 9 small grain overseed 2.76 45.00 124.2 Sep -Mar 71935 9A small grain overseed 9.64 45.00 433.8 Sep -Mar 71935 10 small grain overseed 3.58 75.00 268.5 Sep -Mar 71935 10A small grain overseed 5.85 75.00 438.8 Sep -Mar 71935 12 small grain overseed 1.58 50.00 79.0 Sep -Mar 71935 13 small grain overseed 2.76 50.00 138.0 Sep -Mar 71935 14 small grain overseed 4.27 50.00 213.5 Sep -Mar 71935 14A small grain overseed 2.96 50.00 148.0 Sep -Mar 71935 15 small grain overseed 5.65 50.00 282.5 Sep -Mar 71935 15A small grain overseed 3.10 50.00 155.0 Sep -Mar 71935 16 small grain overseed 4.48 50.00 224.0 Sep -Mar 71935 17 small grain overseed 2.761 50.001 138.0 Sep -Mar 1399 A small grain overseed 2.061 40.001 82.4 Sep -Mar 1399 B small grain overseed 1.721 40.001 68.8 Sep -Mar '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) = 5670.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 3042.9 lb. PAN PoA (30 Day) 2/21 /00 x. Crop's remaining PAN balance (line v from section III) = 5670.0 lb. PAN y. Overall PAN balance (w - x) _ -2627 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 table and recalculate the overall PAN balance. If 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. Additional land is available. PoA (30 Day) 2/21/00 PoA (30 Day) 2/21 /00 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): 1 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 25.0 inches c. line b - line a (inches in red zone) = 9.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 113781 ft2 e. line c/12 x line d x 7.48 gallons/ft3 638311 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 145059 ft3 h. current herd # 4400 certified herd # 4400 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 1/6/2021 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) 145059 ft3 95832 ft3 85000 ft3 406277 gallons 2.17 Ibs/1000 gal. 2266.8 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): 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 18.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches c. line b - line a (inches in red zone) = 1.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 71496 ft2 e. line c/12 x line d x 7.48 gallons/ft3 66849 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 94947 ft3 h. current herd # 2880 certified herd # 2880 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 1/6/2021 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) 94947 ft3 Oft3 44625 ft3 174000 gallons 2.17 Ibs/1000 gal. 522.6 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): 5 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 18.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches c. line b - line a (inches in red zone) = 1.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 71496 Jft2 e. line c/12 x line d x 7.48 gallons/ft3 66849 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 94947 ft3 h. current herd # certified herd # 2880 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 1/6/2021 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) ft3 Oft3 44625 ft3 55633 gallons 2.07 Ibs/1000 gal. 253.5 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): 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) Oft2 e. line c/12 x line d x 7.48 gallons/ft3 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Odays g. volume of waste produced according to structural design Oft3 h. current herd # certified herd #0 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 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) ft3 Oft3 Oft3 gallons Olbs/1000 gal. 0 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): 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) Oft2 e. line c/12 x line d x 7.48 gallons/ft3 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Odays g. volume of waste produced according to structural design Oft3 h. current herd # certified herd #0 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 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) ft3 Oft3 Oft3 gallons Olbs/1000 gal. 0 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): 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) Oft2 e. line c/12 x line d x 7.48 gallons/ft3 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Odays g. volume of waste produced according to structural design Oft3 h. current herd # certified herd #0 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 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) ft3 Oft3 Oft3 gallons Olbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21/00