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Home My WebLink About090014_Plan of Action (POA)_20201113 �l� PLAN OF AC IT ON (P© ) FOR IIJGH FREEBOARD AT s N N L F CO LII IIE Facility Number: o, e t `c' �� ( ourroty: fO O Facility Name: • ` 'D 4-a Yip s Certified Operator Name: Row f flhjXIOtae D eratil 10 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. Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6 • Laboon Name/Identifier(ID): Spillway (Yes or No): Level (inches): 9 . 2. Check all applicable item; l�� ° ° o / J rain VI hDttr5 ! 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. • 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 tor 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 born 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 - 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 D� i I hereby certify that II have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the informati"n is accurate and ctrrect. A Ojj ff a it IOW- _ Phone: q t0 a q 4 2,,?:,q1 Facility Owner/tlllanager(print) • 1- ni,,I,L,_,,,,,e_..-- Q-idDate: U f� _oO Facility Owner/ililanager(signature) PoA Cover Page 2121/00 IL T TAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR.STORiiii STORAGE ELEVATIONS IN ALL WASTE STRUCTUi';ES FOR FACILITY 1. Structure ID: Marlowe Finisher line m = 1330.0 lb PAN 2. Structure ID: 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. lines1 +2+3+4+5+6= 1330.0IbPAN 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 2,6 1 overseed grazed 2.58 75.00 193.5 Sept-April 2 2 overseed grazed 3.08 75.00 231.0 Sept-April 4,1 3 overseed grazed 2.98 75.00 223.5 Sept-April 1 4 overseed grazed 3.55 75.00 266.3 Sept-April 4,1 5 overseed grazed 3.34 75.00 250.5 Sept-April 1 6 overseed grazed 3.10 75.00 232.5 Sept-April 1 7 overseed grazed 3.55 75.00 266.3 Sept-April **guestimate on PAN left '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)= 1663.5 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II)= 1330.0 lb. PAN x. Crop's remaining PAN balance(line v from section ill)= 1663.5 lb. PAN y. Overall PAN balance(w-x)_ -333 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: Will pump as soon as conditions allow. PoA(30 Day)2/21/00 • PLAN OF ACTION (PoA) Fa HIGH FREE:OARD AT ANIMAL FACILITIES 30 DAY Dr:AW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PE(';WASTE STRUCTURE 1. Structure Name/Identifier(ID): Marlowe Finisher 2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard a. current liquid level according to marker 9.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches c. line b-line a (inches in red zone) = 10.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 148216 ft2 e. line c/12 x line d x 7.48 gallons/ft3 923880 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 214151 ft3 h. current herd# 6200 certified herd# 6480 actual waste produced = current herd# x line g = 204898 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 89833 ft3 k. (lines h + i+j)x 7.48 x 30 days/line f= 367431 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 7/27/2020 1.03 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I= 1330.0 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 • • H. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: 1 line I = 44898 gallons 2. structure ID: 0 line I= gallons 3. structure ID: line I= gallons 4. structure ID: line I = gallons 5. structure ID: line I= gallons 6. structure ID: line I = gallons n. lines1 +2+3+4+5+6= 44898 gallons o. line n/27154= 1.65 acre-inches in. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1.2 1While this section deals with hydraulic loading capacities, applications cannot exceed agronomic rate for receiving crop according to its certified waste plan. 2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are not considered available to receive waste. p. tract# q. field# r. soil type s. crop t.acres u.remaining v.maximum w.maximum IRR-2 PAN application rate application balance (in/hr) amount(inches) (lb/acre) 2,6 1 keA overseed, grazed 2.58 75.00 0.6 0.95 2 2 Fo overseed, grazed 3.08 75.00 0.5 0.95 4,1 3 Fo overseed, grazed 2.98 75.00 0.5 0.95 1 4 Fo overseed, grazed 3.55 75.00 0.5 0.95 4,1 5 Fo overseed, grazed 3.34 75.00 0.5 0.95 1 6 keA overseed, grazed 3.10 75.00 0.6 0.95 1 7 Fo overseed, grazed 3.55 75.00 0.5 0.95 1,4, 5 8-12 Fo overseed, grazed 17.43 75 0.5 0.95 5 13-15 Ce overseed, grazed 7.83 75 0.75 0.75 x.total acres available during 5 day draw down (sum of column t)= 47.44 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o = 0.03 inches per acre to be applied within 5 days line x If unable to land apply hydraulic load listed in line y, list course of action here including pump and haul,depopulation, herd reduction,etc. For.pump&haul and herd reduction options, recalculate new hydraulic load based on new information. PoA(5 Day)2/21/00 Plan to Land aptly hydraaalic load: 1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation equipment mar down in field; "trafficability"across soils;will soils absorb application without runoff, etc.) still wet, but drying. there are some dryer areas in the field • 2. Date and amount of last rainfall event? DATE: 11/13/20 AMOUNT: 11.00 inches 3. Dates of last waste application event per field: Started this on Friday and he had some rain on Sunday. l`dd I A,' Ncv'Gl 4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in line"n"at appropriate seasonal (i.e.winter) application rates within 5 days? equipment and conditions should allow to apply the volume in 5 days. 5. Irrigation schedule for next 5 days-include daily schedule; proposed application rates and amounts per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to meet proposed changes in application rates and amounts; and any other information for consideration. pump on dry fields and shorter times if needed. PoA(5 Day)2/21/00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANBIiIIAL FACILITIES 5 DAY DRAW DOWN PERIOD B. TOTAL PAN TO [8E LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier(ID): A& D Finishing -Ray Marlowe 2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard a. current liquid level according to marker 9.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches c. line b-line a (inches in red zone) = 10.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 22201 ft2 e. line c/12 x line d x 7.48 gallons/ft3 138386 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 244151 ft3 h. current herd# 6480 certified herd# 6480 • actual waste produced = current herd# x line g = 244151 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 89833 ft3 k. (lines h + i+j)x 7.48 x 5 days/line f= 69394 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 7/27/2020 1.03 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I= 214.0 lbs. PAN 5 Total volume of waste to be land applied during 5 day draw down I. total volume to be land applied line e+Bine k e 244365 gallons REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below)