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HomeMy WebLinkAbout820032_POA for high freeboard_20240812PLAN OF AC T ION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 82-32 County: Sampson Facility Name: Makin Bacon ( Chris Matthis) Certified Operator Name: Chris Matthis Operator Number: 20042 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 Back 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 cif 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: 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. Chris Matthis Phone: 910-990-0485 Facility Owner/Manager (print) Chris Matthis Date: 8/12/2024 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: Back line m = 650.1 lb PAN 2. Structure ID: line m = 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 = 650.1 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIFI nS TC) WHICH PAN CANN C)T RP APPI IPn nl IRINr_ T14IC *zn nnv DGDInn o. tract # p. field # q. crop r. acres s. remaining IRR 2 PAN balance (lb/acre) L TOTAL PAN BALANCE FOR FIELD (ibs.) u. application window' P16 Hybrid Bermuda 3.40 75.20 255.7 3/1-9/30 P17 Hybrid Bermuda 4.40 104.93 461.7 3/1-9/30 sub3 Hybrid Bermuda 2.20 206.00 4532 3/1-9130 avauaG cut all laugua \Sulu 01 GOlumn [) IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) _ x. Crop's remaining PAN balance (line v from section III) _ y. Overall PAN balance (w - x) = 1 -1 1 U.b 10. PAN 650.1 lb. PAN 1170.6 lb. PAN -520.458972 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. Called in to DWR on 819124. Will pump as weather and field conditions allow. 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): IMakin Bacon ( Chris Matthis); Back 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 top of dike surface area according to design d. (area at below structural freeboard elevation) 43500 ft2 e. line c/12 x line d x 7.48 gallons/ft3 27115 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 181325 ft3 h. current herd # F---3-6-7--21 certified herd # 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 5/17/2024 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) 181325 ft3 o_ ft3 L 65287 ft3 307443 gallons 1.94 Ibs/1000 gal. 650 Ibs. PAN