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Home My WebLink About310022_Plan of Action_20201113PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-22 County: Duplin Facility Name: Dexter Jackson (1-20) Certified Operator Name: Michael C. Gilbert Operator Number: AW19392 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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: A B C D Spillway(Y or N): Level(inches): N N N Y 12 12 13 22 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: 11 /17/20 Weather permitting. 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. Michael C. Gilbert Phone: 919-631-2721 Facility Owner/Manager (print) Date: 11 /13/2020 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: A line m = 812.1 lb PAN 2. Structure ID: B line m = 932.9 lb PAN 3. Structure ID: C line m = 1136.7 lb PAN 4. Structure ID: D line m = 1217.3 lb PAN 5. Structure ID: line m = lb PAN 6. Structure ID: line m = lb PAN n. lines +2+3+4+5+6= 4099.0 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 (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window' 86 W Wheat 5.29 77.00 407.3 SEP-APR 86 X Wheat 4.67 83.50 389.9 SEP-APR 86 Y Wheat 4.76 84.10 400.3 SEP-APR 86 Z Wheat 4.96 97.40 483.1 SEP-APR 86 AA Wheat 4.73 96.20 455.0 SEP-APR 86 BB Wheat 4.30 93.30 401.2 SEP-APR 86 CC Wheat 4.28 89.20 381.8 SEP-APR 86 DD Wheat 3.80 91.40 347.3 SEP-APR 86 EE Wheat 3.49 88.40 308.5 SEP-APR 86 FF Wheat 3.22 89.30 287.5 SEP-APR 86 GG Wheat 2.96 98.90 292.7 SEP-APR v. Total PAN available for all tields (sum of column t) _ 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) = 411b4.6 I b. PAN 4099.0 lb. PAN 4154.8 lb. PAN -55.8 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. Sef reported to DWR on 11/13/20. 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): FA-- 2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard a. current liquid level according to marker 12.01 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches c. line b - line a (inches in red zone) = 7.0 inches top of dike surface area according to design d. (area at below structural freeboard elevation) 70875 ft2 e. line c/12 x line d x 7.48 gallons/W 309251 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 118684 1ft3 h. current herd # 1 3675 certified herd #1 3675 actual waste produced =current herd # x line g = 118684 ft' certified herd # i. volume of wash water according to structural design 01 ft3 j. excess rainfall over evaporation according to design 42933.3 1ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 201483 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 10/26/2020 1.59 m. ((lines e + k)/1000) x line 1 = 812 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) 0 sows (farrow to feeder) 0 head (finishing only) 0 sows (farrow to wean) 0 head (wean to feeder) Describe other : Volume of waste produced: 0 lbs ALW/135 0 gal or 180 days excess rainfall = x 1417 = x 522 = x 135 = x 433 = x 30 = 0 lbs 0 lbs 0 lbs 0 lbs 0 lbs Total Average Live Weight = 0 lbs x 1.37 gal/day 0 cu . ft 7.0 inches Volume = 7.0 inches * DA/12 inches per foot Volume = 41343.8 cu ft 180 days 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): FB-- 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 12.01 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches c. line b - line a (inches in red zone) = 7.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 83406.3 ft2 e. line c/12 x line d x 7.48 gallons/W 363929 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 118684 ft3 h. current herd # 1 3675 certified herd #1 3675 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 10/26/2020 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) 118684 ft' 0 W 51333.3 ft3 211955 gallons 1.62 Ibs/1000 gal. 932.9 lbs. PAN 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): C 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 13.01 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches c. line b - line a (inches in red zone) = 6.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 88076 ft2 e. line c/12 x line d x 7.48 gallons/W 329404 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 121451 ft3 h. current herd # 1 3675 certified herd #1 3675 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 10/26/2020 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) 121451 ft' 0 W 56933 ft3 222385 gallons 2.06 Ibs/1000 gal. 1136.7 lbs. PAN 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): D 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 22.01 inches b. designed 25 yr./24 hr. storm &structural freeboard 30.01 inches c. line b - line a (inches in red zone) = 8.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 124756 1ft2 e. line c/12 x line d x 7.48 gallons/ft3 622117 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 121157.1 ft3 h. current herd # 1 3675 certified herd #1 3675 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 10/26/2020 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) 121157 ft' 0 ft3 92546 ft3 266417 gallons 1.37 Ibs/1000 gal. 1217.3 lbs. PAN 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): 2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard a. current liquid level according to marker Qinches b. designed 25 yr./24 hr. storm &structural freeboard Qinches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 e. line c/12 x line d x 7.48 gallons/W gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Odays g. volume of waste produced according to structural design Oft3 h. current herd # Icertified herd #Q actual waste produced =current herd # x line g = ft:3 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 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) gallons I lbs/1000 gal. 0 lbs. PAN 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): 2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard a. current liquid level according to marker Qinches b. designed 25 yr./24 hr. storm &structural freeboard Qinches c. line b - line a (inches in red zone) = inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 e. line c/12 x line d x 7.48 gallons/W gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Odays g. volume of waste produced according to structural design Oft3 h. current herd # Icertified herd #Q actual waste produced =current herd # x line g = ft:3 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 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) gallons I lbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21/00