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Home My WebLink About310109_Plan of Action_20181205abl ebou/ PLAN OF ACTION(Poa)' FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number. Facility Name: Certified Operator Nar 31-109 Jimmy Britt County: Duplin Tempan Jimmy Britt Operator Number. 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 i%ithe lagoon to the bottom of the spillway for lagoons with -spillways. Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5- Lagoon Name/ID: JB1 Jb3 Spillway(Y or N): N N Level(inches): 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. 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 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: 11/4/2018 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. Jimmy Britt Phone: Facility Owner/Manager (print) Date: 11 /4/2018 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: J131 line m = 163.6 lb PAN 2. Structure ID: J133 line m = 161.9 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= 325.5 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 # q. crop r. acres s. remaining IRR- 2 PAN balance (Ib/acre) t TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window' 8402 p13 wheat 8.32 111.00 923.5 9/1-4/30 8402 p14 wheat 7.38 111.00 819.2 9/1-4/30 8402 P15 small grain 4.20 50.00 210.0 11/1-3/31 8402 P1 rye 2.38 96.00 228.5 8/15-5/15 8402 P4 rye 4.36 96.00 418.6 8/15-5/15 '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) = 2599.7 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied' (line n from section 11) = 325.5 lb. PAN PoA (30 Day) 2/21/00 x. Crop's remaining, PAN balance (line v from section III) = 2599.7 lb. PAN y. Overall PAN balance (w - x) _ -2274 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 for pumping if needed. PoA (30 Day) 2/21 /00 i 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): JB1 - 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 19.0 inches c. line b - line a (inches in red zone) = 1.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 40896 1ft2 e. line c/12 x line d x 7.48 gallons/ft3 25492 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 48581 ft3 h. current herd # 1470 certified herd # 1470 actual waste produced = current herd# x line g = 48581 ft3 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 10/11/2018 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) 0 ft3 25375 ft3 r 92198 gallons 1.39 Ibs/1000 gal. 163.6 lbs. PAN PoA (30 Day) 2/21/00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN, PERIOD 1. TOTAL PAN TO ;BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): JB3 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 18.0 inches 19.0 inches 1.0 inches 11444 ftZ 7133 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 46188 ft3 h. current herd #F___2_4_0__01 certified herd #1 1400 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 - 10/11/2018 m. ((lines e + k)/1000) x line I = REPEAT SECTION I- FOR EACH WASTE -STRUCTURE ON SITE. (Click on the next Strupture tab shown'bellow) 79179 ft' Offs 21554 ft3 125581 gallons 1.22 Ibs/1000 gal. 161.9 lbs. PAN t_ PoA (30 Day) 2/21/00 11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: JB1 line I = 117334 gallons 2. structure ID: JB2 line I = 131580 gallons 3. structure ID: J133 line I = 42609 gallons 4. structure ID: line I = gallons 5. structure ID: line I = gallons 6. structure ID: line I = gallons n. lines 1 + 2 + 3 + 4 + 5 + 6 = 291523 gallons o. line n / 27154 = 10.74 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''2 'While this section deals with hydraulic loading capacities, applications cannot exceed agronomic rate for receiving crop according to its certified waste plan. 2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are not considered available to receive waste. p._tract # q. field # r. soil type s. crop t. acres u. remaining IRR-2 PAN balance (lb/acre) v. ma)amum application rate (in/hr) w. ma)amum application amount (inches) 8402 p13 torh nta wheat 8.32 111 1- 0.96 8402 p0B torh nta wheat 7.38 111 1 0.96 8402 p15 torh nta bermuda rass 4.20 .86.44 1 0.96 8402 pl norfolk rye 2.38 96 1 0.96 8402 p4 norfolk rye 4.36 96 1 0.96 x. total acres available during 5 day draw down (sum of column t) = 26.64 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE PoA (5 Day) 2/21/00 Y. line o = 0.40 inches per acre to be applied within 5 days line x If unable to land apply hydraulic load listed in line y, list course of action here including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recaicuiate new n arauuc ioaa nasea on new to land app 1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation equipment mar down in tield; "tratticability" across soils; will soils absorb application without runott, etc. Heavy RainFall from Hurrican Florance. All fields in good conditions. 2. Date and amount of last rainfall event? DATE: 09/16/18 AMOUNT: 13.00 inches 4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in line "n" at appropriate seasonal i.e. winter application rates within 5 days? Yes 5. Irrigation schedule for next 5 days - Include daily schedule; proposed application rates and amounts per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to meet proposed cnanges in application rates and amounts; and any otl All pulls will be made in a manner so as not to allow runoff or ponding. i PoA (5 Day) 2/21/00