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Home My WebLink About090131_Plan of Action (POA)_20200601 ,ate P13:374( PLAN OF ACTION.(PoA):FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility:Number:: Q - . :. 3 County 61actori . . Facility Name: (1)1010., p tri. Wttr e : : Certified.Operator Name: nn• : . @ $(0 t 13. n� �"1 ®perator# .. 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): l LI. 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: 30 Ct: 4 5 . .a I? ,,�� Co� 22. ... Liquid level is within the:�25 year 2 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 Ill tables. Included within this :plan is a list of the • :proposed :sites with related:;facility n:umber(s), number:;acres and receiving crop :information. Contact and secure approval from the Division.of Water Quality priorto 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:`2b2b:: 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. • li1t!Cn:n f Cn Phone: 10 - 7�."�3/4g. Facility O er/Manager(print) Ci- "--'-3 Date: rG=F" . Facility Owner/Manager(signature) PoA Cover Page 2/21/00: GJkIk p�rrl,(h5. IL TOTAL VOLUME OF:WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS: FOR ALL WASTE STRUCTURES FOR FACILITY•.. 1. structure ID 1 • lined= 44898:gallons .: :2. structure ID: 0 : line.l= gallons 3. structure ID • : line I= :gallons : 4: structure ID: line 1= gallons 5. structure ID: line I = :gallons " 6. structure'ID: line.I= gallons n. lines 1 + 2+ 3+4+5+_6= 44898 gallons o. line n/27154= 1.65:acre-inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5,DAY DRAW DOWN PERIOD1'2 'While this section deals with hydraulic loading capacities, applications cannot exceed. agronomic rate for receivin 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) /ac(Ib re) 4742 . 1 ExA bermuda :. 5.35 200 :: 0.35 " 1 4742 2 ExA : bermuda :4.51 200 0.35 1 : x.total acres available during 5 day draw down (sum of column;t)_: :9.86 acres IV.FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE line o. • 0:17 inches per.acre to be applied within 5 days Y• - p pp line x :If ulcd &1a19 hydraulic load listed in line y, list.course:of action here.including pump . :::and haul,:depopulation, herd reduction, etc. For pump& haul a:nd herd reduction options, . :, . ., recalculate new hydraulic load based on new information. • • Plan to land apply-hydraulic 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.) -. H. some areas are still wet and some areas can be pumped on. Will select the dryest loactions to pump:. Plans to irrigate.Tuesday pm or Wed.am. Needs about 2 hours to irrigrate and will be out of structural. 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 Perfield: May 25 • 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? Yesequipment and conditions are favorable. fields are drying out nicely. • 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. Plans to:apply Tuesday am or Wed:am 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 (PM) FOR HIGH FREEBOARD AT ANIMAL FACILITIES - 5 DAY DRAW DOWN PERIOD. I. TOTAL PAN TORE LAND APPLIED:PER WASTE STRUCTURE : 1: Structure Name/Identifier(ID) White Plains 2. Current volume in 25 yr./24 hr, storm storage&structural freeboard a. current liquid level according to marker • 10:0 inches:: b. designed 25 yr:/24 hr. storm &structural freeboard 19.0 inches • c. line b-line a (inches in red zone) = 9:0 inches: d.:top of dike surface area according to design • . (area at below structural freeboard elevation) 48000 ft2 e, line,c/12 x line d x 7.48 gallons/ft3 269280 gallons 3. Projected volume of waste liquid produced during draw:down period - f. temporary storage period according to structural design 180 days • volume of wasteproduced accordin to structural design - 44543 ft3 . 9�� 9 9 h.:current herd# 0 certified herd# 6060 actual waste produced = current herd# x g: = certified herd# is volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design: 28000 ft3 k: (lines h +.i+j)x 7.48 x 5 days/line f 5818 gallons 4: Total PAN to be land applied during draw down period .:' I. current waste analysis dated 2/7/2020 : 1.29 Ibs/1000 gal. m: ((lines.e+`k)/1000)x line I= 354:9 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 44898 gallons REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below)