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Home My WebLink About710001_30 day poa_20210126PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: AWS710001 County: Pender Facility Name: Maple Hill Sow Farm Certified Operator Name: Joseph Jones Operator Number: 1002843 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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: 27451 27452 2746 Spillway(Y or N): N N N Level(inches): 19 20 20 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 Ill 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: 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. Murphy -Brown, LLCIMichael Norris Phone: (910) 293-3434 Facility Owner/Manager (print) G2l rr'C, Date: 1/2612021 Facility Owner/Manager (signature) II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDiOR 25 YR.124 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: 27451 line m = 2268.4 lb PAN 2. Structure ID: 27452 line m = 951.7 lb PAN 3. Structure ID: 2746 line m = 72.5 lb PAN 4. Structure ID: line rn = lb PAN 5_ Structure ID: line rn = lb PAN 6. Structure ID: line m = lb PAN n. lines 1 + 2 + 3 + 4 + 5 + 6 = 3292.6 lb PAN 111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. ❑O NOT LIST FIFI r)S Tin Wl4lrl4 DAIU nAAl1UnT gG ADn i sort ni miKum -rwLn �^ rtnv r.r.,e— o_ tract # p. field # q. crop r. acres S. remaining IRR 2 PAN balance (lb/acre) t. TOTAL PANvv BALANCE FOR FIELD (Ibs.) column r x s u. application window' T2263 P4 Wheat 26.10 76.44 1995.1 Sept -April T2263 P6 Wheat 36.22 72.11 2611.8 Sept -April T2263 P7 Wheat 18.70 102.17 1910.6 Sept -April araie current crop enaing application (late 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) = 6517.5 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section 11) = 3292.6 lb. PAN PoA (30 Day) 2121 /00 x. Crop's remaining PAN balance (line v from section 111) = 6517.5 lb. PAN Y. Overall PAN balance (w - x) = -3225 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 will continue as weather and field conditions permit. Additional land is available for pumping if needed. PoA (30 Day) 2121l00 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): 127451 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) = 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 19.0 inches 20.3 inches 1.3 inches 292681 ft2 233520 gallons 180 days g. volume of waste produced according to structural design 1 407105 ft3 h. current herd # 3850 certified herd # 3850 actual waste produced = current herd # x line g = 407105 ft' 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 1/15/2021 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) 268676 fl3 170731 1ft3 1055318 gallons 1.76 lbs/1000 gal. 2268.4 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): 27452 2_ Current liquid volume in 25 yrJ24 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) 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 gallonslft3 3. Projected volume of waste liquid produced during draw down period 20.0 inches 20.3 inches 0.3 inches 235225 ftz 41055 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 293961 ft3 h. current herd # 2780 certified herd # 27$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 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) 293961 W 194005 ft3 137215 ft3 779392 gallons 1.16 Ibs/1000 gal. 951 J Ibs. PAN PoA (30 Day) 2/21 /00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/identifier (ID): E 2746 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) = 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 gallonslW 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 20.0 inches 20.3 inches 0.3 inches 197401 ft2 34453 gallons 105 days g. volume of waste produced according to structural design 1 408955 ft3 h. current herd # 6630 certified herd # 6630 actual waste produced = current herd # x line g = 408955 ft3 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 1/15/20 11 m. ((lines e + k)/1000) x line I = REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 0 ft3 423120 ft3 1778263 gallons 0.04 lbs/1000 gal. 72.5 lbs. PAN PoA (30 Day) 2/21 /00