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Home My WebLink About090203_Plan of Action (POA)_20200226 PLAN OPACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 9-203 County: Bladen Facility Name: Mr. Holmes Complex Certified Operator Name: Victor Sutton Operator Number: AWA26076 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 1 Lagoon 2 Lagoon 3 Lagoon 4, Lagoon 5 Lagoon 6 Lagoon Name/ID: 2042 3082 3084 3086 3093 2106_ Spillway(Y or N): N 31 N N N N Level(inches): 18 27 18 18 27 21 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 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 conditions permit . 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, LLC Phone: 910-293-3434 Facility Owner/Manager(print) " Date: 2/26/2020 Facility Own /M si•,► ' re) 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: 2042 line m= 2207.8 lb PAN 2. Structure ID: ,(_)c, Z line m= lb PAN 3. Structure ID: '?, 0 C v line m = `6 to lb PAN 4. Structure ID: . 3093 line m = 1397.5 lb PAN 5. Structure ID: 3084 line m= 2025.6 lb PAN 6, Structure ID: a b ' line m= 0110'.1 lb PAN n. lines1 + 2+3+4+5+ 6= 56 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-t.TOTAL PAN u.application window' 2 PAN balance BALANCE FOR (lb/acre) FIELD(lbs.) column r x s H41 Corn • 95.60 117.00 11185.2 Feb15-June '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)= 11185.2 lb. PAN IV.FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II)= q 5 LoD lb. PAN PoA(30 Day)2/21/00 x. Crop's remaining PAN balance(line v from section III)= 11185.2 lb.PAN y. Overall PAN balance(w-x)= — \IDaS,.),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. NARRATIVE: Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is available for pumping if needed. • 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): 2042 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 19.8 inches c. line b-line a(inches in red zone)= 1.8 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 336635 ft2 e. line c/12 x line d x 7.48 gallons/ft3 377704 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 427875 ft3 h. current herd# 3700 certified herd# 3700 actual waste produced = current herd# x line g = 427875 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 196370 ft3 k. (lines h + i+j)x 7.48 x 30 days/line f= 778225 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1/31/2020 1.91 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I= 2207.8 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): 3082 2. Current liquid volume in 25 yr./24 hr.storm storage&structural freeboard a. current liquid level according to marker 27.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 27.7 inches c. line b-line a(inches in red zone)= 0.7 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 270481 ft2 e, line c/12 x line d x 7.48 gallons/ft3 121392 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 168 days g. volume of waste produced according,to structural design 230924 ft3 h. current herd# 7344 certified herd# 7344 actual waste produced = current herd# x line g = 230924 ft3 certified herd# i. volume of wash water according to structural design 148451 ft3 j. excess rainfall over evaporation according to design 157781 ft3 k. (lines h+ i +j)x 7.48 x 30 days/line f= 717487 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated - 1/31/2020 2,14 lbs/1000 gal. m. ((lines e+ k)/1000)x line I = 1795.2 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): 3084 2. Current liquid volume in 25 yr.I24 hr. storm storage&structural freeboard a. current liquid level according to marker 18.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.8 inches c. line b-line a(inches in red zone)= 1.8 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 282058 ft2 e, line c/12 x line d x 7.48 gallons/it's 316469 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 242116 ft3 h. current herd# 7344 certified herd# 7344 actual waste produced = current herd# x line g = 242116 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 164534 ft3 k. (lines h + i +j)x 7.48 x 30 days/line f= 506957 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1/31/2020 2.46 lbs/1000 gal. m. ((lines e+ k)/1000)x line I= 2025.6 lbs. PAN REPEAT SECTION I FOR EACH.WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA(30 Day)2/21/00 PLAN OF ACTION (PoA)FOR HIGH FREEBOARD AT,A'NIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier(ID): 3086 , 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 19.8 inches c. line b-line a(inches in red zone) = 1.8 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 246785 ft2 e_ line c/12 x line d x 7.48 gallons/ft3 R 276893 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 242116 ft3 h. current herd# 7344 certified herd# 7344 actual waste produced = current herd# x line g = 242116 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 143958 ft3 k. (lines h + i +j)x 7.48 x 30 days/line f= 481306 gallons 4. Total PAN to be land applied during draw down period ' I. 'current waste analysis dated 1/31/2020 2.46 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I = 1865.2 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. ' (Click on the next Structure tab shown below) 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): 3093 2. Current liquid volume in 25 yr./24 hr.storm storage&structural freeboard a. current liquid level according to marker 27.0 inches b. designed 25 yr./24 hr. storm&structural freeboard . r 27.7 inches c. line b-line a(inches in red zone)= 0.7 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 268136 ft2 e, line c/12 x line d x 7.48 gallons/ft3 120339 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 247418 ft3 h. current herd# 7344 certified herd# 7344 actual waste produced = current herd# x line g = 247418 ft3 certified herd# i. volume of wash water according to structural design 159055 ft3 j. excess rainfall over evaporation according to design 156413 ft3 k. (lines h+ i+j)x 7.48 x 30 days/line f= 701731 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1/31/2020 1.70 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I= 1397.5 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): 2106 2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard a. current liquid level according to marker 21.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 21.6 inches c. line b-line a (inches in red zone)= 0.6 inches d. top of dikesurface area according to design - (area at below structural freeboard elevation) 57500 ft2 e, line c/12 x line d x 7.48 gallons/ft3 21505 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 58610 ft3 h.'current herd# 8000 certified herd# 8000 actual waste produced = current herd# x line g = 5861Q ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 33542 ft3 k. (lines h+ i +j)x 7.48 x 30 days/line f= 114883 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1/31/2020 - 1.97 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I = 268.7 Ibs:PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA(30 Day)2/21/00