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Home My WebLink About310683_Plan of Action_20181017 (2)ao[ Uzi�cL � PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number. 31-683 County Duplln Facility Name S GRADY 6-9 Certified Operator Name Steve Grady Operator Number. 18050 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 6 6A 7A 7B 8 N N N N N 7 7 8 8 8 2 Check all applicable items Lagoon 6 9 N 8 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 Y 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: 9/2212018 I hereby certify that 1 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. Steve Grady Phone 919 658-5757 Facility Owner/Manager (print) Date 10/1712018 Facility Owner/Manager (signature) 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 6 line m = 701 0 lb PAN 2. Structure ID. 6A line m = 2954 lb PAN 3. Structure ID 7 line m = 8576 lb PAN 4 Structure ID. 7A line m = 3340 lb PAN 5 Structure ID 8 line m = 7460 lb PAN 6 Structure ID: 9 line m = 5776 lb PAN n. lines 1 +2+3+4+5+6= 3510.5 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 # 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 wndow' 1128 1 COASTAL BERMUDA 1251 40.00 500.4 MAR-SEP 1128 2 COASTAL BERMUDA 3.27 50.00 163 5 MAR-SEP 1128 3 COASTAL BERMUDA 1379 40.00 5516 MAR-SEP 1128 4 COASTAL BERMUDA 1279 50.00 639.5 MAR-SEP 1128 5 COASTAL BERMUDA 533 50.00 266 5 MAR-SEP 1128 6 COASTAL BERMUDA 1 77 50.00 88 5 MAR-SEP 1128 7 COASTAL BERMUDA 767 50.00 383 5 MAR-SEP 1128 8 COASTAL BERMUDA 6.08 50.00 304 0 MAR-SEP 1128 9 COASTAL BERMUDA 6.27 50.00 313 5 MAR-SEP 1128 10 COASTAL BERMUDA 7.46 40.00 298 4 MAR-SEP 1126 11 COASTAL BERMUDA 10.59 50.00 529 5 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) = 4038.9 lb. PAN N. FACILITY'S PDA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 3510 5 lb. PAN PDA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 4038.9 lb. PAN y. Overall PAN balance (w - x) _ -528 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. onto existing spray fields has begun and 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/ldentifier(ID): 16 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 f. temporary storage period according to structural design 7 0 inches 19.5 inches 12.5 inches E--9—ookol ft2 701250 gallons 180 days g. volume of waste produced according to structural design 121352 ft3 h. current herd # 3672 certified herd # 3672 actual waste produced = current herd # x line g = certified herd # i. volume of wash water according to structural design I. excess rainfall over evaporation according to design k (lines h +i+j)x748x 30 days/line f= 4 Total PAN to be land applied during draw down period I current waste analysis dated 9/26/2018 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) 121352 ft' Oft3 56058 ft3 221171 gallons 0 76 Ibs/1000 gal 701.0 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 Namelldentifier (ID)` 6A 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 gallonslft' 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 7 0 inches 19.5 inches 12.5 inches 37656 ft2 293403 gallons 180 days g volume of waste produced according to structural design 40353 ft3 h. current herd # 1224 certified herd # 1224 actual waste produced = current herd # x line g = certified herd # i volume of wash water according to structural design t excess rainfall over evaporation according to design k (lines h + i +f) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down penod I current waste analysis dated 9/26/2018 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) 40353 ft' ft3 24223 ft3 80505 gallons 0 79 Ibs/1000 gal 295.4 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) 1 7 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/ft' 3 Projected volume of waste liquid produced during draw down penod f. temporary storage period according to structural design 8.0 inches 19.5 inches 11.5 inches 96100 ft2 688877 gallons 180 days g. volume of waste produced according to structural design 121352 ft3 h. current herd # 3672 certified herd # 3672 actual waste produced = current herd # x line g = 121352 ft' 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 dunng draw down period I current waste analysis dated 9/26/2018 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 57881 ft3 223444 gallons 0 94 Ibs/1000 gal 867.6 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 NameAdentifier (ID)' I 7A 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 f. temporary storage period according to structural,design 8.0 inches 19.5 inches 11 5 inches 38144 ftz 273429 gallons 180 days g. volume of waste produced according to structural design 40353 ft3 h current herd # 1224 certified herd # 1224 actual waste produced = current herd # x line g = certified herd # i volume of wash water according to structural design I 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 9/26/2018 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) 40353 W 0 ft3 25317 ft3 81869 gallons 0.94 Ibs/1000 gal. 334.0 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 PANTO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID)' 1 8 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 f. temporary storage period according to structural design 8 0 inches 19 5 inches 11 5 inches 76772 ft2 550327 gallons 180 days g volume of waste produced according to structural design 121352 ft3 h current herd # 3672 certified herd # 3672 actual waste produced = current herd # x line g = certified herd # i. volume of wash water according to structural design I. excess rainfall over evaporation according to design k (lines h + i + t) x 7.48 x 30 days/line f= 4 Total PAN to be land applied during draw down period I. current waste analysis dated 9/26/2018 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) 121352 ft3 ft3 46958 ft3 209826 gallons 0.98 Ibs/1000 gal. 745.0 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/ldenhfier(ID) 1 9 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 U12 x line d x 7 48 gallons/ft' 3. Projected volume of waste liquid produced during draw down period f temporary storage period according to structural design 8 0 inches 19 5 inches 11 5 inches 62411 ftZ 447383 gallons 180 days g volume of waste produced according to structural design 77780706 ft3 h. current herd # 2448 certified herd # 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 9/26/2018 m. ((lines e + k)/1000) x line I = REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 80706 ft' 0 ft3 43035 ft3 154264 gallons 0.96 Ibs/1000 gal., 577.6 Ibs PAN PoA (30 Day) 2/21/00