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Home My WebLink About310578_30 day poa_20210224PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-578 Facility Name: Garland Brock County: Duplin Certified Operator Name: Russell Brock Operator Number: 21996 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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 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. Bolume 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 for 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: 2/24/2021 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. Garland Brock Facility Owner/Manager (print) Phone: Amanda Hatcher on behalf of Garland Brock Date: 2/23/2021 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: Lagoon 1 line m = 14.3 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= 14.3lbPAN 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.) u. application window' 1, 4775 fescue 0.22 50.00 11.0 Aug -Jul 21 4775 fescue 0.22 50.00 11.0 Aug -Jul '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) = 22.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 14.3 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 22.0 lb. PAN y. Overall PAN balance (w - x) _ -8 lb. PAN PoA (30 Day) 2/21/00 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. Irrigation onto existing spray fields will continue as weather and field conditions permit. 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): Lagoon 1 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 19.5 inches c. line b - line a (inches in red zone) = 1.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 12644 ft2 e. line c/12 x line d x 7.48 gallons/ft3 11822 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 5274.9 ft3 h. current herd # 840 certified herd # 720 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 1/13/2021 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) 6154 ft3 Oft3 7700 ft3 17271 gallons 0.49 Ibs/1000 gal. 14.3 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): 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches 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) Oft2 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 Odays g. volume of waste produced according to structural design Oft3 h. current herd # certified herd #0 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 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) ft3 ft3 ft3 gallons Olbs/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 Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches 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/ft3 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 # certified herd #0 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 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) ft3 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 Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches 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/ft3 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 # certified herd #0 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 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) ft3 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 Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches 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/ft3 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 # certified herd #0 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 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) ft3 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 Dinches b. designed 25 yr./24 hr. storm & structural freeboard Dinches 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/ft3 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 # certified herd #0 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 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) ft3 gallons I lbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21/00