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Home My WebLink About310162_Plan of Action_20200220Strickland, Bev From: Curtis Barwick <barwickagservices@gmail.com> Sent: Thursday, February 20, 2020 4:45 PM To: Coburn, Chad Subject: Re: [External] POA MAGA1 Attachments: 30 Day POA Glade Ridge 2-20.xls • External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to nc. ov Chad, MAGA 1 Hilton Agribusiness PO Box 2107 Elizabethtown, NC 28337 Attached is POA for 31-162 Glade Ridge. Will try to get the last one tomorrow..... until the next round calls in! Thanks, Curtis. PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-162 County: Duplin Facility Name: Glade Ridge Certified Operator Name: Charles W Edwads Ji Operator Number: 24120 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 Big N 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: 2/11/20209 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. Charles Edwards Jr Facility Owner/Manager (print) Facility Owner/Manager (signature) Phone: 910 298-5421 Date: 2/20/2020 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: Little line m = lb PAN 2. Structure ID: Big line m = 615.3 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= 615.3 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' 7858 1 A wheat 3.42 132.00 451.4 Sep -Apr 7858 2A wheat 4.09 95.00 388.6 Sep -Apr 7858 3A wheat 4.01 132.00 529.3 Sep -Apr 7858 4A wheat 4.24 96.00 407.0 Sep -Apr 7858 5A wheat 4.08 53.00 216.2 Sep -Apr 7858 6A wheat 4.35 54.00 234.9 Sep -Apr 7858 8 wheat 2.61 96.00 250.6 Sep -Apr 7858 9 wheat 3.76 100.00 376.0 Sep -Apr 7858 10 wheat 2.32 100.00 232.0 Sep -Apr 7858 11 wheat 4.54 99.00 449.5 Sep -Apr 7858 12 wheat 1.60 97.00 155.2 Sep -Apr 7858 13 wheat 4.24 96.00 407.0 Sep -Apr 7858 1 wheat 3.80 100.00 380.0 Sep -Apr 7858 2 wheat 3.80 100.00 380.0 Sep -Apr 7858 3 wheat 4.14 99.00 409.9 Sep -Apr 7858 4 wheat 3.12 96.00 299.5 Sep -Apr 7858 5 wheat 4.14 99.00 409.9 Sep -Apr 7858 6 wheat 2.83 99.00 280.2 Sep -Apr 7858 7 wheat 4.24 99.00 419.8 Sep -Apr 7858 8A wheat 4.78 99.00 473.2 Sep -Apr 78581 9A wheat 4.78 99.00 473.2 Sep -Apr '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) = 7623.4 Ib. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 615.3 Ib. PAN PoA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 7623.4 lb. PAN y. Overall PAN balance (w - x) _ -7008 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 onto existing spray fields will continue as weather and 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): Little 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 19.5 inches c. line b - line a (inches in red zone) = 19.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 67950 ft2 e. line c/12 x line d x 7.48 gallons/W 825932 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 80706 ft3 h. current herd # 1 2448 certified herd #1 2448 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) 80706 ft:3 01 W 41503 ft3 152354 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): Bi 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 18.01 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) 83916 1ft2 e. line c/12 x line d x 7.48 gallons/W 78461 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 121058 W h. current herd # 1 3672 certified herd #1 3672 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) 121058 ft' W 51013 1ft3 214515 gallons 2.10 Ibs/1000 gal. 615.3 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): 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