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Home My WebLink About090210_POA_20210223r-ICHRUy Number., � Far,Mty Mama: o��V l � � t7(�Ci�r 0 f� FI r`lln� ,I!ir certified Operator Name: _ L,3a V-V-\ ��erat®fl• ;� 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon lowest point on the top of the dam for lagoons without spillways; and from the current lit uido the in the lagoon to the bottom of the spillway for Lagoons with spillways, 1 levol Structure 1 Structure 2 Structure 3 Structure 4 Structure 6 Structure 6 Lagoon Name/identifier (ID): Spillway (Yes or No). Level (inches): ------------- 2. Check ail applicable items J Liquid leve l el 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 ie Athanhed. 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 number(s), number acres and receiving crop information. Contact and secure appYovall from the Division of water uaiaty Sri®r ® ransfeP of waste to a site not covered in the facility's certified anima' waste management pian. 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: �•t 9%51 �1 � PP , herei'oy cwtifry that i have reviewed the onformiRtaon listed above and iincludled within the attached Ran of Action, and to the Wiest of my knowiedage and abMdy, the information ils accurate and correct. LA V oo OU a G �� Lc� 6 _ o Facility ®uvnetrll[Wanager (print) Date: . , FacRy Owner/Manager (signature) PoA Cover P299 2121100 Il. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: David Gooden 2 line I = 161804 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. lines 1 +2+3+4+5+6= o. line n / 27154 = 161804 gallons 5.96 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' 2 'While 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 IRR-2 PAN balance (lb/acre) v. maximum application rate (in/hr) w. maximum application amount (inches) 4696 19A NoB overseed graze 1.91 25 0.5 4696 19B NoB overseed graze 2.92 25 0.5 4696 6 A and B NoA overseed graze 5.00 25 0.5 4696 7A NoA overseed graze 1.00 25 0.5 4696 7B NoA overseed graze 2.50 25 0.5 4696 7C NoA overseed graze 2.50 25 0.5 4696 9A GbA overseed graze 1.85 25 0.5 4696 9B GbA overseed graze 2.75 25 0.5 4696 14A WaB overseed graze 3.70 25 0.5 4696 14B WaB overseed graze 3.60 25 0.5 4696 15A WaB overseed graze 3.30 25 0.5 4696 15B WaB overseed graze 3.30 25 0.5 x. total acres available during 5 day draw down (sum of column t) = 34.33 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE y. line o = 0.17 inches per acre to be applied within 5 days line x If 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: 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 runott, etc. Fields are still wet. Will pump on dryest fields first. 2. Date and amount of last rainfall event? DATE: 1 02/22/21 3. Uates of last waste application event per vela: AMOUNT: 0.30 inches 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 t) aays-� If fields dry out and no more rain, can get back in compliance. .ri Irrinatinn cr.htzrlidt= fnr next 5 dav-. - include daily schP_dule' nronnsed application rates and amounts per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to meet proposea changes in application rates ana arneunis, a[JU any Ut.ne► iniUttrtauUtt tut L;unWuctauuti. Will pump as fields dry out. PoA (5 Day) 2/21 /00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES FIVE (5) DAY DRAW DOWN PERIOD I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): I David Gooden 1 2. Current liquid volume in structural freeboard a. current liquid level according to marker 10.0 inches b. designed structural freeboard zone 12.0 inches (Normally 12 inches or greater) c. line b - line a (inches within structural freeboard) = 2.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 95836 ft2 e. line c/12 x line d x 7.48 gallons/W 119476 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 145388 Ift3 h. current herd # 1 4410 certified herd #1 4410 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 5 days/line f = 4. Total volume of waste to be land applied during 5 day draw down I. total volume to be land applied line e + line k = 145388 ft' ft3 58333 1ft3 42329 gallons 161804 gallons REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below) PoA (5 Day) 2/21 /00