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Home My WebLink About310750_Plan of Action_20180905"' ,� � 1 `'C1�[,� I PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number 31-750 Facility Name. Brice -Usher Farm Certified Operator Name J E Brice County. Duplin Operator Number AWA20062 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 spilhvay for lagoons with spillways, Lagoon 1 Lagoon 2. Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: 1 2 3 4 Spillway(Y or N)• Level(inches) 17 17 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 Acton 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 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 dales fro depopulation ''rf 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 as conditions permit 1 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. Eddie Brice Phone, 910-284-9418 Facility Owner/Manager (print) Date 816/2018 Facility Owner/Mans er (signature) Il. 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 = lb PAN 2 Structure ID: Lagoon 2 line m = lb PAN 3. Structure ID Lagoon 3 line m = 1084.1 lb PAN 4. Structure ID Lagoon 4 line m = 942.0 lb PAN 5. Structure ID. line m = lb PAN 6. Structure ID line m = lb PAN n. lines 1 + 2 + 3 + 4 + 5 + 6 = 20262lbPAN 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_ 2 PAN balance '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) = 3694.6 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 2026 2 lb. PAN PoA (30 Day) 2121/00 x. Crop's remaining PAN balance (line v from section III) = 3694.6 lb. PAN y. Overall PAN balance (w - x) _ -1 668Ib. 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 Irrigation onto existing spray fields will continue as weather and held conditions permit. Additional land is available for pumping if needed 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 NamelIdenti ier (ID)' I Lagoon 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/W 3 Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Dinches 19 0 inches 190 inches 132000 112 1563320 gallons 180 days g volume of waste produced according to structural design 161411 10 h. current herd # 4896 certified herd # 4896 actual waste produced = current herd # x line g = certified herd # i. volume of wash water according to structural design /. 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 0 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 161411 fit' Off3 77000 ft3 297219 gallons Olbs/1000 gal 0 lbs. PAN 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 2 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 c112 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 Dinches 19.0 inches 19 0 inches 90000 ft2 1065900 gallons 180 days g. volume of waste produced according to structural design 121058 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 1. excess rainfall over evaporation according to design k (lines h + i +1) x 7.48 x 30 days/line f= 4 Total PAN to be land applied during draw dawn period I. current waste analysis dated 0 m. ((Imes 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) 2/21100 121058 ft' Oft3 52500 ft' 216369 gallons �lbs/1000 gal. 0 Ibs PAN 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) I Lagoon 3 2 Current liquid volume in 25 yr.124 hr storm storage & structural freeboard a. current liquid level according to marker 17.0 inches b. designed 25 yr l24 hr. storm & structural freeboard 19.0 inches c line b - line a (inches in red zone) = 20 inches d top of dike surface area according to design (area at below structural freeboard elevation) 150000 ftZ e line c/12 x line d x 7.48 gallons/fit' 187000 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 161411 8' h current herd # 4896 certified herd # 4896 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 +1) x 7 48 x 30 daysAine f= 4 Total PAN to be land applied during draw down period I current waste analysis dated 5/3/2018 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) PoA (30 Day) 2/21/00 161411 It' P 87500 P 310309 gallons 2 18 Ibs/1000 gal. 1084.1 Ibs. PAN 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): I Lagoon 4 2 Current liquid volume in 25 yr /24 hr storm storage & structural freeboard a current liquid level according to marker b designed 25 yr.124 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/W 3 Projected volume of waste liquid produced during draw down period f temporary storage penod according to structural design 17 0 inches 19.0 inches 2.0 inches 132000 ftZ r 164560 gallons 180 days g. volume of waste produced according to structural design 161410 9 ft3 h current herd # 4896 certified herd # 4896 actual waste produced = current herd # x line g = 161411 ft' certified herd # I volume of wash water according to structural design j excess rainfall over evaporation according to design k (lines h + i +I) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 5/3/2018 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) PoA (30 Day) 2121100 Oft3 77000 ft3 297219 gallons 2.04 Ibs/1000 gal. 942.0 Ibs. PAN