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Home My WebLink About820366_30 Day POA_20210218PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 97524 and 97523 Facility Name: Norshan Farms County: Sampson Certified Operator Name: Shannon Naylor Operator Number: 22403 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. Lagoon1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: 82-316 #2 82-445 SOW 82-316 #1 Spillway(Y or N): N N N Level(inches): 17 17 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: 2/8/2021 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. Shannon Naylor Phone Facility Owner/Manager (print) Shannon Naylor Date Facility Owner/Manager (signature) 9109902547 ########## 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: 82-316 #2 line m = 317.9 lb PAN 2. Structure ID: 82-445 SOW line m = 248.8 lb PAN 3. Structure ID: 82-316 #1 line m = 177.8 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= 744.5 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 (lbs.) u. application window' 82-445 SOW P1-Sow Small Grain 4.21 25.00 105.3 Sep --March 82-445 SOW P2-Sow Small Grain 2.15 25.00 53.8 Sep --March 82-445 SOW P3-Sow Small Grain 2.00 25.00 50.0 Sep --March 82-445 SOW P4-Sow Small Grain 3.92 25.00 98.0 Sep --March 82-445 SOW P5-Sow Small Grain 4.02 25.00 100.5 Sep -March 82-445 SOW P6-Sow Small Grain 4.38 25.00 109.5 Sep -March 82-445 SO P7-Sow Small Grain 4.90 25.00 122.5 Sep --March 82-445 SO P8-Sow Small Grain 4.90 25.00 122.5 Sep --March 82-445 SO P9-Sow Small Grain 3.81 Sep --March 82-445 SO P10-Sow Small Grain 3.38 25.00 84.5 Sep --March 82-445 SO P12-Sow Small Grain 1.59 50.00 79.5 Sep --March 82-445 SO P11-Sow Small Grain 0.93 50.00 46.5 Sep --March 82-316 P1 Small Grain 4.64 20.00 92.8 Sep --March 82-316 P2- small Grain 4.41 20.00 88.2 Sep --March 82-316 P3- small Grain 2.64 15.00 39.6 Sep --March 82-316 P4-- Small Grain 2.00 30.00 60.0 Sep --March 82-316 P5-- Small Grain 2.46 10.00 24.6 Sep --March 82-316 P6. Small Grain 2.03 50.00 101.5 Sep -March 82-316 p7. Small Grain 2.34 25.00 58.5 Sep -March '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) = 1437.7 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 744.5 lb. PAN PoA (30 Day) 2/21 /00 x. Crop's remaining PAN balance (line v from section III) = 1437.7 lb. PAN y. Overall PAN balance (w - x) _ -693 lb. PAN ine y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and aul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN ased on new information. If new fields are to be included as an option for lowering lagoon level, add these elds to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to nother permitted facility, provide information regarding the herd population and lagoon freeboard levels at the �,ceiving facility. 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): 82-316 #2 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 17.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 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) 37896 ft' e. line c/12 x line d x 7.48 gallons/ft3 47244 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 85000 ft3 h. current herd # 1220 certified herd # 1220 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 10/20/2020 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) 85nnn ft3 Oft3 38500 ft3 153963 gallons 1.58 Ibs/1000 gal. 317.9 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): 82-445 SOW 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 17.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 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) 97960 ft2 e. line c/12 x line d x 7.48 gallons/ft3 122123 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 85264 ft3 h. current herd # 1350 certified herd # 1350 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 12/1/2020 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) 85,264 ft3 ft3 38500 Jft3 154292 gallons 0.90 Ibs/1000 gal. 248.8 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): 82-316 #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 19.0 inches c. line b - line a (inches in red zone) = 1.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 23887 ft2 e. line c/12 x line d x 7.48 gallons/ft3 14890 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 8500 W h. current herd # 1220 certified herd # 1220 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 10/20/2020 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) 8500 ft3 OW 38500 W 58593 gallons 2.42 Ibs/1000 gal. 177.8 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 0 b. designed 25 yr./24 hr. storm & structural freeboard Q 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 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Q g. volume of waste produced according to structural design 0 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 0 j. excess rainfall over evaporation according to design 0 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 I I 0 m. ((lines e + k)/1000) x line I = 0 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 inches inches inches ft2 gallons days W W W W gallons Ibs/1000 gal. 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 0 b. designed 25 yr./24 hr. storm & structural freeboard Q 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 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Q g. volume of waste produced according to structural design 0 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 0 j. excess rainfall over evaporation according to design 0 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 I I 0 m. ((lines e + k)/1000) x line I = 0 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 inches inches inches ft2 gallons days W W W W gallons Ibs/1000 gal. 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 0 b. designed 25 yr./24 hr. storm & structural freeboard Q 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 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design Q g. volume of waste produced according to structural design 0 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 0 j. excess rainfall over evaporation according to design 0 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 I I 0 m. ((lines e + k)/1000) x line I = 0 REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 inches inches inches ft2 gallons days W W W W gallons Ibs/1000 gal. Ibs. PAN PoA (30 Day) 2/21/00