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Home My WebLink About240005_30 day poa_20210216PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 24 5 County: Columbus Facility Name: Grassy Lane 1&2 Certified Operator Name: Herbert Swain Operator Number: 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 N 18 23 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. XXX 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 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: 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. Herbert Swain Facility Owner/Manager (print) Phone: Date: 2/16/2021 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 = 697.6 lb PAN 2. Structure ID: Lagoon#2 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= 697.6lbPAN 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 (Ibs.) u. application window' 14A Corn 2.48 135.00 334.8 2/15-6/30 14B Corn 4.85 135.00 654.8 2/15-6/30 15A Corn 4.50 135.00 607.5 2/15-6/30 15B Corn 4.50 135.00 607.5 2/15-6/30 16 Corn 5.93 135.00 800.6 2/15-6/30 17 Corn 5.93 135.00 800.6 2/15-6/30 18 Corn 4.85 135.00 654.8 2/15-6/30 19 Corn 4.85 135.00 654.8 2/15-6/30 20 Corn 4.85 135.00 654.8 2/15-6/30 21 Corn 5.20 135.00 702.0 2/15-6/30 '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) = 6471.9 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line In from section II) = 697.6 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 6471.9 lb. PAN y. Overall PAN balance (w - x) _ -5774 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. Mr. Swain self reported his high freeboard on 2/16/21.Irrigation onto existing spray fields will continue as weather and field conditions permit. This farm has more pumping fields if necessary. This POA was completed by Sam Edwards Environmental Specalist with NCDA/Soil and Water on 2/16/21. 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 20.0 inches c. line b - line a (inches in red zone) = 2.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 153036 Ift2 e. line c/12 x line d x 7.48 gallons/ft3 190785 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 190356 ft3 h. current herd # 6000 certified herd # 6400 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 1/15/2021 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) 178459 ftf 3 ft3 92400 ft3 337671 gallons 1.32 Ibs/1000 gal. 697.6 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): Lagoon#2 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 19.5 inches c. line b - line a (inches in red zone) = 19.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 210936 ft2 e. line c/12 x line d x 7.48 gallons/ft3 2563927 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 210994 ft3 h. current herd # certified herd # 6400 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 2/3/2020 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) ft3 Oft3 126000 ft3 157080 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) 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 Oft3 Oft3 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) 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 Oft3 Oft3 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) 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 Oft3 Oft3 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) 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 Oft3 Oft3 gallons Olbs/1000 gal. 0 lbs. PAN PoA (30 Day) 2/21/00 ADDENDUM FOR 2015 (BERMUDAGRASS CROP CYCLE) Note from NCDENR, issued October 8, 2015: After consultation with an agronomist, the Division is allowing an extension of the Bermuda application window until October 20. Please note the following conditions related to the extension: 1. This extension applies only to Bermuda crops with an application window that expired on September 30, 2015. 2. The owner of the animal operation must have the Waste Utilization Plan (WUP) amended by a Technical Specialist to reflect the extended application window. The owner must keep this temporary amendment with the WUP for review during the farm's annual inspection. 3. The application of waste during this extended period shall not exceed the specified PAN rates for each field. 4. The extended application window must end no later than October 20, 2015 and is valid for this year only. *Memo from NCDENR is attached* Amanda Hatcher, NCCES-Duplin County Center, 910-296-2143