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HomeMy WebLinkAbout710069_30 day and 5 day POA_20190102T /-2'� j PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 71-69 County: Pender Facility Name: Bear Ridge Certified Operator Name. Charles Wooten, JR Operator Number: AWA17986 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 Name/ID: Spillway(Y or N): Level(inches).- 11.5 2. Check all applicable items X 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. Chuck Wooten Phone: 910-231=0526 `-Facility Owner/Manager (print) `C�( V_ �OdV-e_Y-\ Date: Facility Owner/Manager (signature) 1 /2/2019 r, 11. 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: Bear Ridge line m = 1053.0 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.lines I+2+3+4+5+6= 1053.0lbPAN Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS Tn WWIr:H PAN reNNnT RF AaDi inn ni ioimr-, -ruic In nAv 0ro1nn o_ tract # p field # q. crop r. acres s. remaining IRR 2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u application window' 1 Small Grain 4.30 50.00 215.0 Sept -April 3 Small Grain 6.54 50.00 327.0 Sept -April 4 Small Grain 5.76 50.00 288.0 Sept -April 5 Small Grain 3.87 50.00 193.5 Sept -April 6 Small Grain 3.50 50.00 175.0 Sept -April oldie cw ieni uup enuing appucauon gate 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) = 1198.5 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 1053.0 Ib. PAN PoA (30 Day) 2/21/00 �V• x. Crop's remaining PAN balance (line v from section II1) = 1198.5 lb. PAN y. Overall PAN balance (w - x) _ -146 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. 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 1 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): Bear -Ridge 2. Current liquid volume in 25 yr./24 hr storm storage & structural freeboard a. current liquid level according to marker 12.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 21.6 inches c. line b - line a (inches in red zone) = 9.6 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 100000 ftz e line c/12 x line d x 7.48 gallons/ft3 598400' 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 121058.2 ft3 h. current herd # 200 certified herd # 3672 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 30 days/line f= 4.. Total PAN to be land applied during draw down period I. current waste analysis dated 1 7/13/2018 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21 /00 6594 ft3 0 ft3 58333.3 ft3 80942 gallons 1.55 lbs/1000 gal. 1053.0 lbs. PAN li. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: Bear Ridge line I = 66577 gallons 2. structure ID: 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 = 66577' ga Ilons 2.45 acre -inches lil. 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) 2 Small Grain 6.42 50 05 .5-1.0 x. total acres available during 5 day draw down (sum of column t) = 6.42 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE Y line o = 0.38 inches per acre to be applied within 5 days PoA Y Day) 2/27IOU l 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. Ian to land apply hydraulic Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation ui ment mar down in field; "trafficability" across soils; will soils absorb application without runoff, etc 2. Date and amount of last rainfall event? DATE: 01 /01 /19 3. Dates of last waste application event n AMOUNT: 0.10 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 5 days? o. irrigation schedule for next 5 days - include daily schedule; proposed application rates and amountE 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. POA (5 Day) 2121/00 t 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): Bear Ridge 2. 'Current liquid volume in structural freeboard a. current liquid level according to marker 11.5 inches b. designed structural freeboard zone 12.0 inches (Normally 12 inches or greater) c. line b - line a (inches within structural freeboard) = 0.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 100000 ftz e. line c/12 x line d x 7.48 gallons/ft3 31167 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 121058.2 ft3 h. current herd # 3400 certified herd # 3672 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 = 112091 ft' ® ft3 58333.3 ft3 35410 gallons 66577 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