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Home My WebLink About310100_30 day poa_20210217PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-100 Facility Name: Certified Operator Name: County: Dupl i n Justin Murphy & Lynn Sutton Farm Tustin Murphy Operator 17253 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. Structure 1 Lagoon Name (ID): 3M1 Spillway (Yes or No): No Level (inches): 20" 2. Check all applicable items Structure 2 Structure 3 Structure 4 LS1 LS2 15" 19" 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 pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility number(s), number acres and receiving crop information. Contact and secure approval from the Division of Water Quality prior to transfer of waste to a site not covered in the facility's certified animal waste management plan. Operation will be partially or fully depopulated. - attach a complete schedule with corresponding animal units and dates for depopulation #NAME? 3. Earliest possible date to begin land application of waste: as weather permits 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. Tustin Murphy Phone: Facility Owner/Manager (print) Date: Facility Owner/Manager (signature) 2/17/2021 Cover Page J Muphy & L Sutton (31-100) PoA30day (2-17-21) Page 1 of 1 II. 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: Justin Murphy #JM1 (31-100) line m = 49.4 lb PAN 2. Structure ID: Lynn Sutton #LS1 (31-100) Big line m = 620.0 lb PAN 3. Structure ID: Lynn Sutton #LS2 (31-100) Small line m = 47.0 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= 716.5 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.) column r x s u. application window' 6042 7 Small Grain 4.15 25.00 103.8 10/1 - 3/31 6042 8 Small Grain 4.48 25.00 112.0 10/1 - 3/31 6042 9 Small Grain 7.04 25.00 176.0 10/1 - 3/31 5569 1 Corn 50.00 100.00 5000.0 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) = 5391.8 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 716.5 lb. PAN x. Crop's remaining PAN balance (line v from section III) = 5391.8 lb. PAN y. Overall PAN balance (w - x) = -4675 lb. PAN Summary J Muphy & L Sutton (31-100) PoA30day (2-17-21) Page 1 of 2 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. Waste will be applied as soon as weather permits. Summary J Muphy & L Sutton (31-100) PoA30day (2-17-21) Page 2 of 2 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): I Justin Murphy#JM1 (31-100) 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 20.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) _ -1 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 36,080 ft2 e. line c/12 x line d x 7.48 gallons/ft3-22,490 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 40,088 ft3 h. current herd # 1,240 certified herd # 1,240 actual waste produced = current herd # x line g = 40,088 ft' certified herd # i. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 22,004 ft3 k. (lines h + i + j) x 7.48 x 30 days/line f= 77,408 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 1/8/2021 0.90 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 49.4 Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure 1 J Muphy & L Sutton (31-100) PoA30day (2-17-21) Page 1 of 1 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): I Lynn Sutton #LS1 31-100 Big 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 15.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches c. line b - line a (inches in red zone) = 4.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 59,2761 ft2 e. line c/12 x line d x 7.48 gallons/W 166,269 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 81,760 ft3 h. current herd # 2,480 certified herd # 2,480 actual waste produced = current herd # x line g = 81,760 ft' certified herd # i. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 36,050 ft3 k. (lines h + i +j) x 7.48 x 30 days/line f= 146,870 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 1/8/2021 1.98 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 620.0 Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure 2 J Muphy & L Sutton (31-100) PoA30day (2-17-21) Page 1 of 1 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): I Lynn Sutton #LS2 31-100) Small 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 19.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 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) 165551 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 180 days g. volume of waste produced according to structural design 17802 ft3 h. current herd # 540 certified herd # 540 actual waste produced = current herd # x line g = 17802 ft' certified herd # i. volume of wash water according to structural design Oft3 j. excess rainfall over evaporation according to design 10347 ft3 k. (lines h + i +j) x 7.48 x 30 days/line f= 35092 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 1/8/2021 1.34 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 47.0 Ibs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) Structure 3 J Muphy & L Sutton (31-100) PoA30day (2-17-21) Page 1 of 1