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HomeMy WebLinkAbout310161_Plan of Action_201812142- #_ t t 3[�LG) PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number 31-161 County: Duplin Facility Name: JE GRADY & SONS 14 Certified Operator Name: Steve Grady Operator Number: 18050 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 2. Check all applicable items 13 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: 12/13/2018 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. Steve Grady Phone: 919 658-5757 Facility Owner/Manager (print) - Date: 12/14/2018 Facility Owner/Manager (signature) IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24 HR.•STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 1 line m = lb PAN 2. Structure ID: 2 line m = 696.6 lb PAN 3. Structure ID: 3 line m = lb PAN 4. Structure ID: 4 line m = lb PAN 5. Structure ID: line m = lb PAN 6. Structure ID: line m = lb PAN n.lines I+2+3+4+5+6= 696.6lbPAN 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 (lbs.) column r x s u. application window' 2316 1 SMALL GRAIN OS 4.96 40.00 198.4 SEP-APR 2316 2 SMALL GRAIN OS 4.88 40.00 195.2 SEP-APR 23161 3A SMALL GRAIN OS 5.11 40.00 204.4 SEP-APR 2316 313 SMALL GRAIN OS 7.21 40.00 288.4 SEP-APR 2316 4A SMALL GRAIN OS 5.60 40.00 224.0 SEP-APR 2316 413 SMALL GRAIN OS 5.07 40.00 202.8 SEP-APR 2316 5A SMALL GRAIN OS 5.81 40.00 232.4 SEP-APR 2316 513 SMALL GRAIN OS 4.67 40.00 186.8 SEP-APR 2316 6 SMALL GRAIN OS 4.65 40.00 186.0 SEP-APR 2316 7 SMALL GRAIN OS 6.22 40.00 248.8 SEP-APR 2316 8 SMALL GRAIN OS 5.91 40.00 236.4 SEP-APR 2316 9 SMALL GRAIN OS 5.69 40.00 227.6 SEP-APR 2316 10 SMALL GRAIN OS 4.99 40.00 199.6 SEP-APR 2316 19 SMALL GRAIN OS 3.49 40.00 139.6 SEP-APR 2316 20 SMALL GRAIN OS 3.33 40.00 133.2 SEP-APR 2316 21 SMALL GRAIN OS 3.59 40.00 143.6 SEP-APR N amounts estimated '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) = 3247.2 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 696.6 lb. PAN PoA (30 Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 3247.2 lb. PAN y. Overall PAN balance (w - x) _ -2551 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 has begun and will continue as weather and field conditions permit. Additional', land is available planted in wheat. PoA (30 Day) 2/21/00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD n I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): 1 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 24.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 21.5 inches c. line b - line a (inches in red zone) _ -3 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 94962 ft2 e. line c/12 x line d x 7.48 gallons/ft3-147982 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 111375 ft3 h. current herd # 3375 certified herd #1 3375 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 9/26/2018 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) 111375 ft3 0 ft3 57575 ft3 210624 gallons Q Ibs/1000 gal. 0 Ibs. 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): 12 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) _ 13.0 inches 21.5 1 inches 8.5 inches, B 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/ft' 3. Projected volume of waste liquid produced during draw down period 101536 Jft2 537972 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 121058 ft3 h. current herd # 3672 certified herd #1 3672 actual waste produced = current herd # x line g = 121058 ft' certified herd # i. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 61483 ft3 k. (lines h + i +j) x 7.48 x 30 days/line f= 227568 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 9/26/2018 0.91 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 696.6 Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): 3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 21.51 inches b. designed 25 yr./24 hr. storm & structural freeboard 21.5 inches 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) 86436 ftZ e. line c/12 x line d x 7.48 gallons/ft3 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 1210581 ft3 h.' current herd #F---36-7-21 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 1 - 9/26/2018 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) 121058 ft3 0 ft3 51917 ft3 215642 gallons 0.00 Ibs/1000 gal. 0 Ibs. 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): 4 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 28.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 22.8 1 inches 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 -5 inches 91186 ft2 ,-295564 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 121058 ft3 h. current herd # 3672 certified herd #1 3672 actual waste produced = current herd # x, line g = 121058 ft3 certified herd # i. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 55358 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 219932 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 9/26/2018 0.00 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 0 Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21100