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Home My WebLink About310026_Plan of Action_20200219Strickland, Bev From: Curtis Barwick <barwickagservices@gmail.com> Sent: Wednesday, February 19, 2020 11:58 AM To: Coburn, Chad Subject: [External] POA MAGA1 Attachments: 30 Day POA HD3 MAGA1-Gilt Free 2-20.xls • External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to NOMMI"anc.Lov Chad, Sorry for the delay in getting to you. I think I owe you 2 more. Thanks, Curtis. 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 = 1617.7 lb PAN 2. Structure ID: 2 line m = 954.4 lb PAN 3. Structure ID: line m = 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= 2572.1 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.) column r x s u. application window' 1-3A small grain overseed 11.65 32.00 372.8 Sep -Mar 10-13A small grain overseed 17.61 36.00 634.0 Sep -Mar 4-5A small grain overseed 11.81 35.00 413.4 Sep -Mar 6-9A small grain overseed 12.78 32.00 409.0 Sep -Mar AW small grain overseed 13.00 35.00 455.0 Sep -Mar 1-3A coastal bermuda 11.65 300.00 3495.0 Mar -Sep 10-13A coastal bermuda 17.61 300.00 5283.0 Mar -Sep 4-5A coastal bermuda 11.81 300.00 3543.0 Mar -Sep 6-9A coastal bermuda 12.78 300.00 3834.0 Mar -Sep AW coastal bermuda 13.00 300.00 3900.0 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) = 22339.1 Ib. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 2572.1 Ib. PAN PoA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 22339.1 lb. PAN y. Overall PAN balance (w - x) _ -19767 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. NARRATIVE: Irrigation will occur as field conditions permit. 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 14.01 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.51 inches c. line b - line a (inches in red zone) = 5.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 165426 1ft2 e. line c/12 x line d x 7.48 gallons/ft3 567135 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 232094 ft3 h. current herd # 1 7040 certified herd #1 7040 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 2/6/2020 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) 232094 ft' 0 W 99400 ft3 413263 gallons 1.65 Ibs/1000 gal. 1617.7 lbs. PAN PoA (30 Day) 2/21/00 PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-26 Facility Name: MAGA 1 County: Duplin Certified Operator Name: Brandon Norris Operator Number: 1004381 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 1 2 N Y 14 26 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: 2/11/2020 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. Hilton Agribusiness Phone: Facility Owner/Manager (print) Date: Facility Owner/Manager (signature) 910-862-4549 2/19/2020 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 26.01 inches b. designed 25 yr./24 hr. storm &structural freeboard 32.0 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) 113709 1ft2 e. line c/12 x line d x 7.48 gallons/W 425272 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 116047 W h. current herd # 1 3520 certified herd #1 3520 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 2/6/2020 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) 116047 ft' W 105760 W 276519 gallons 1.36 Ibs/1000 gal. 954.4 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 Qinches b. designed 25 yr./24 hr. storm &structural freeboard Qinches 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) ft2 e. line c/12 x line d x 7.48 gallons/W 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 # Icertified herd #Q actual waste produced =current herd # x line g = ft:3 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) gallons I lbs/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 Qinches b. designed 25 yr./24 hr. storm &structural freeboard Qinches 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) ft2 e. line c/12 x line d x 7.48 gallons/W 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 # Icertified herd #Q actual waste produced =current herd # x line g = ft:3 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) gallons I lbs/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 Qinches b. designed 25 yr./24 hr. storm &structural freeboard Qinches 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) ft2 e. line c/12 x line d x 7.48 gallons/W 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 # Icertified herd #Q actual waste produced =current herd # x line g = ft:3 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) gallons I lbs/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 Qinches b. designed 25 yr./24 hr. storm &structural freeboard Qinches 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) ft2 e. line c/12 x line d x 7.48 gallons/W 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 # Icertified herd #Q actual waste produced =current herd # x line g = ft:3 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) gallons I lbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21/00