Loading...
HomeMy WebLinkAbout310789_Plan of Action_20200320Strickland, Bev From: King, Toni <twking@smithfield.com> Sent: Friday, March 20, 2020 10:11 AM To: Coburn, Chad; King, Morella s Cc: Rachel Cavenaugh Subject: [External] Hogue Cavenaugh POA Attachments: Hogue Cavenaugh 3-20-2020.pdf • External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Wort.spam@nc.gov iim Toni King Environmental Resource Specialist p: (910) 293-5334 x55334 c: (910) 289-1297 e: twking@smithfield.com 2822 Hwy 24 W Warsaw, North Carolina 28398 smithfieldfoods.com [smithfieldfoods.com] This communication (including any attachments) is confidential and is intended to be privileged pursuant to applicable law. If you are not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, then you are hereby notified that the dissemination, distribution or copying of this communication is prohibited. If you received this communication in error, please notify Smithfield Foods, Inc. immediately by telephone (+1 757-365-3000) and then delete this communication and destroy all copies thereof. PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31 - 789 County: Duplin Facility Name: Stanley Cavenaugh # 2 Certified Operator Name: Dennis Cavanaugh Operator Number: 995239 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 #2 N 18.5 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: as conditions permit 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. Dennis Hogue Cavenaugh Phone: `Facility Owner/Manager (print) iCo Q �� Ll2U Q C1Ul �� 1 Date: Facility VwneUlVanager (signature) 910-289-7696 3/18/2020 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: Cavenaugh # 2 line m = 392.5 Ib 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 = 392.5lbPAN 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) L TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u, application window' T72440 7 Bermuda 2.05 188.05 385.5 March -Sept T72440 7A Bermuda 4.05 198.81 805.2 March -Sept Cavanaugh 7 Fescue 4.04 81.01 327.3 Aug -July Cavenau h 8 Fescue 2.86 10.30 29.5 Aug -July Cavenau h 9 Fescue 2.48 19.43 48.2 Aug -July '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) = 1595.6 lb. PAN IV. FACILITY'S PDA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 392.5 lb. PAN PoA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 1595.6 lb. PAN y. Overall PAN balance (w - x) _ -1203 Ib. 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 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): JCavenaugh # 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 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 18.5 inches 19.0 inches 0.5 inches 64796 ft2 20195 gallons 180 days g. volume of waste produced according to structural design 85057.2 ft' h. current herd # 2580 certified herd # 2580 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 1/20/2020 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) 85057 ft' Oft3 42500 ft3 159021 gallons 2.19 Ibs/1000 gal. 392.5 Ibs. PAN PoA (30 Day) 2/21 /00