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HomeMy WebLinkAbout240100_Plan of Action_20200224Strickland, Bev From: Edwards, Sam Sent: Thursday, February 27, 2020 2:05 PM To: Coburn, Chad Subject: FW: [External] 2020 POA for 24-100 Attachments: 2020 POA.pdf From: Crystal Butler [mailto:jandcbinnc@hotmail.com] Sent: Tuesday, February 25, 2020 4:05 PM To: Edwards, Sam <sam.edwards@ncagr.gov> Subject: [External] 2020 POA External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 24-100 County: Columbus Facility Name: Double Farms Inc. Certified operator game: Billy Butler Operator Number: 19252 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 1 2 3 N N N 18 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. 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 DWO 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: 2/28/20 Weather permitting. I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the nest of my knowledge and ability, the information is accurate and correct. Billy Butler Phone: 910-653-9799 Facility Owner/Manager (print) Z Date: 2/24/2020 Facility wner/Manager (signature) 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 = 0 sows (farrow to feeder) x 522 = 0 head (finishing only) x 135 = 0 sows (farrow to wean) x 433 = 0 head (wean to feeder) x 30 = Describe other : Total Average Live Weight = Volume of waste produced: 0 lbs ALW/135 x 1.37 gal/day 180 days 0 gal or 0 cu. ft 180 days excess rainfall = 7.0 inches Volume = 7.0 inches * DA/12 inches per foot Volume = 99176 cu ft 1 1 1 1 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (IQ): 11 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.124 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) 170016 ftz e. line c112 x line d x 7.48 gallons/W 105977 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 193851.3 ft3 h. current herd # 5880 certified herd #1 5880 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 9/20/2019 m. ((lines e + k)f1000) x line l = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 193851 ft' C�J ft3 102375 ft3 369295 gallons 0.86 Ibs11000 gal. 409 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): 2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 18.0 b. designed 25 yr./24 hr. storm & structural freeboard 19.0 c_ line b - fine a (inches in red zone) = 1.0 d. top of dike surface area according to design (area at below structural freeboard elevation) 157136 e. line cl12 x line d x 7.48 gallons/W 97948 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 g. volume of waste produced according to structural design 193851.3 h. current herd # F-5-8-8--01 certified herd # 8880 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 9/2012019 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) 193851 94791.7 359842 425.7 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 (I©): 13 2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard a. current liquid level according to marker 18.0 b. designed 25 yr./24 hr. storm & structural freeboard 1 19.01 c. line b - line a (inches in red zone) = 1.0 d. top of dike surface area according to design (area at below structural freeboard elevation) 157136 e. line c112 x line d x 7.48 galions/W 97948 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 g. volume of waste produced according to structural design 193851.3 h. current herd # 58$0 certified herd #1 5880 actual waste produced = current herd # x line g = 193851 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. Totai PAN to be land applied during draw down period I. current waste analysis dated 9/20/2019 m. ((lines e + k)11000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) C 94799.7 359842 0.87] 398.3 PoA (30 Day) 2121 /00 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. Self reported to DWR on 2118/20. 11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.I24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 1 line m = 408.7 lb PAN 2. Structure ID: 2 line m = 425.7 lb PAN 3. Structure ID: 3 line m = 398.3 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= 1232.8 lb PAN Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN .-..-. .aetiT . InT rlrl nLTA IAIIJI&—U DAM rAKIwnT R= ADDI I1<n n11RINr: THIR sn nAY PERIOD, o. tract # p. field # q- crop r. acres s. remaining IRR 2 PAN balance (lb/acre) t TOTAL PAN BALANCE FOR FIELD (tbs.) column r x s u. application window' 24 Fescue 5.30 110.81 587.3 Aug -Jul 20A Fescue 0.90 130-00 117.0 Au -Jul 23 Fescue 5.30 146.00 773.8 Au -Jul V. Total PAN avauame Tor ail nems {sum or uviuE1111 L) - IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section 11) _ x. Crop's remaining PAN balance (line v from section 111) _ y. Overall PAN balance (w - x) = 1'T I u. 1 lwJ r — 1232.8 lb. PAN 1478.1 lb. PAN -245.3 lb. PAN