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Home My WebLink About090188_Plan of Action (POA)_2020060 . PI.Co7 PLAN OF ACTION (PoAy FOR HIGH FREEBOARD AT:ANIMAL FACILITIES - Facility-Number:: ! I County:. ..,— - (1 Facility Name: Be n r+e P I Me- [�a d 2 nnl : Certified.operator Name: 3 . (� �(1. Operator PeAl 0k 3 , . '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 Lagoon Name/Identifier (ID): :: • : Spillway (Yes or:No): : .. . . . .. .. . . Level (inches): .. 2. Check all.a licable items pp _ _ - - V 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. . . ` : :y3od Waste is to be pumped and hauled to: off site locations. : Volume :and:PAN:content of waste to umped . p p and hauled is reflected in section III tables. Included within this:plan is a list of the proposed.;sites: with related:facility riumber(s),: number.:acres and receiving crop information. Contact and secure approval from the Division of Water Quality prior to transfer of waste : i. 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:: 41I1016a0 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. • GI V1U OtIOCCIen : Phone: ��0:-�75/-.�,1�9U : Facility Owner/Manager(print)::: • , Date: 6 !-•1 -...--°. . Facility Owner/Manager(signature) ... . PoA Cover Page 2/21/00 Place' ' II. TOTAL VOLUIVIE OF WASTE.STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS: FOR ALL WASTE STRUCTURES FOR FACILITY... • • 1. structure ID: line I:_ 44961'gallons • : 2. structure.ID: : : 0.: : : line I= gallons • 3. structure ID line l= :gallons • 4: structure ID: line I= gallons • 5. structure ID: • •: : • line I gallons : 6..structure ID: ineI = gallons n. Tines 1 +2+3+4'+5+6 m. 44961'gallons • : = o. line n/27154= : : :1..66:'acre-inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'? 1While this section deals with:hydraulic loading capacities, applications cannot exceed._ • : • agronomic rate for receivingcro :accordin to its certified waste plan. crop:according 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 : IRR2 PAN application rate application.: balance (in/hr) amount(inches) (Ib/acre) : 1747 1 GbA bermuda graze 2.48 1:75 • 0.5 1 1747 , .' :2 GbA : . . ' bermuda graze_ . .: . .:'3.20 175 . : 0.5 : 1 1747 :: 3 GbA bermuda graze 3.16 175 . 0.5 1 4 GbA • bermuda graze :2.53 175 0.5 1 . 5 ExA. :. bermuda graze .. .1.02 .. .175 .. ::0.35 .. . :: 1 • 6 ExA bermuda_graze 13.78 175 0.35 1 ,x.total acres available during 5 day draw down (sum of column:t)= 1:6.17 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o = • 0:10 inches per acre to be applied within 5 days line x If uffklactE(IcD10c211131ffif 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. Plan to.land apply:hydraulic load: . 'I. Describe moisture conditions of fields? (e..g. Is there.water standing in field; does irrigation_ equipment mar down infield; "trafficability"across soils;will soils absorb application.without runoff:etc.) .. . • some areas are still wet and some areas can be pumped on. Will select the dryest loactionsto pump. .no rain in forecast until the weekend and 50-60%chance then. : - . :2. .Date and amount of last rainfall event'? DATE:. 05/29/20 :AMOUNT: :2.70 inches 3. Dates of last waste application event per field: : May 25, 2020.:` 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'? Yes:equipment and conditions are favorable Fields:are drying out:; • • :•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. . . • No changes to:equipment. Hopes to apply-Wed pm.based on-regular appication rates/amounts:Plans on aerwaying on Thursday if:needed and field conditions allow.: • • PoA(5 Day)2/21/00 • PLAN OF ACTION (P®A) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW_DOWN PERIOD : I. TOTAL PAN TO BE LAND APPLIED:PER WASTE STRUCTURE • : : . 1: Structure Name/Identifier(ID): Bennett°Place 2. Current:liquid volume in 25 yr:./24 hr. storm storage&structural freeboard • a current liquid level according to marker: 9:0 inches: • b.Idetigned 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) 42076 ft2 e. line c/12 x lined x 7.48 gallons/ft : :262274 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 d"esign 44543 ft3 h.:current herd# 6080 • certified herd# 6080 actual waste produced = current herd# x g = : :44543 ft' : certified herd# is volume of wash.water according to structural design 0 ft3 j._excess rainfall over evaporation according to design.: 26133 ft3 - • k: (lines h +'i+j)x 7.48 x 5 days/line f=: 14685 gallons : 4. Total PAN to:be land applied during draw down period : : I. current waste analysis dated 2/4/2020 1.51. lbs/1000 gal. m::((lines.e+ k)/1000)x line I:= 418.2 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+:line k= 44961 gallons REPEAT.SECTION:I FOR EACH WASTE STRUCTURE ON SITE. . (Click on the next Structure tab shown below)