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Home My WebLink About090025_POA for freeboard_20240812( )-73 POLr N AC u u0o��9 (i o�) FOR HIGH FRELE OARD A �, iMPIRAL PULME PaciOitq�6�9�irulmir. 1 J Coainty. xIGf((iU'�1r4 PacII fty H03rdioa \'i7..)1rt'Yl A n'A C certified ®imerator tea r ue: RSM U r"In s_'i `l^)U4`b1/1; Operator� I q j ~e I. Current liquid level(s) in inchA as measdld firor'n 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 aii 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. V 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. 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. Ccintact and secure approval from the Division of Water Quiailty rarior to transfer of waste to a aifre not covered in tale faciiity's ceMied animal waste management psi B. 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 _ Earliest possible date to begin land application of waste: - I� i kc-FaImy certify that i have reviewed the information Ousted above and iindluded within time attached Man of,Actuon, and to the (best of my knowledge and ablUty, the Information is accurate and correct, i l i a rL/A Paciuity ®vrrrner/iPluaina�er Qlmruwtp Facility Qaiginature) ion®one° 910) 6 � Z — 2,012.. Dates ' �. � I `l PoA Dover Page 2121100 IL 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: Storms 1 2. Structure ID: Storms 2 3. Structure ID: Storms 3 4. Structure ID: Storms 5. Structure ID: 6. Structure ID: n.lines 1+2+3+4+5+6= line m = -e► line m = 280.1 lb PAN line m = 231.1 lb PAN line m = 181.5 lb PAN line m = lb PAN line m = lb PAN 692.7 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN aFRlnn Inn NnT I IAT FIFI nS Tn WHICH PAN CANNOT HF APPLIED DURING THIS 30 DAY PERIOD. o. tract # p. field # q. crop r. acres s. remaining IRR-2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column rxs u. application window' 903 K-P soybeans 30.00 100.00 3000.0 A ril - Se t 15 ** uestimate on remaining PAN balance 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) = 3000.0 lb. PAN IV. FACILITY'S PDA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section 11) = 692.7 lb. PAN x. Crop's remaining PAN balance (line v from section 111) = 3000.0 lb. PAN y. Overall PAN balance (w -x) = -2307 lb. PAN Line ymust showas a deficit. If line y does notshowas a deficit, listcourse of action here including pump and haul, depopulation, herd reduction, etc. Forpump & haul and herd reduction options, recalculate new PAN based on new information. If newfields are to be included as an optionfor lowering lagoon level, add these fields to the PAN balance table and recalculatethe overall PAN balance. ifanimalwaste is to be hauled to another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the receiving facility. NARRATIVE: pumpingwill begin as soon as field conidtions allow. PDA (30 Day) 2121/00 W 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): I Storms 2. Current liquid volume in 25 yr./24 hr. stone storage & structural freeboard a. current liquid level according to marker 16.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 3.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 128481 ft2 e. line c/12 x line d x 7.48 gallons/ft3 240259 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 1 SO days g. volume of waste produced according to structural design 161 S03 ft3 h. current herd # 4896 certified herd # 4896 actual waste produced = current herd # x line g = certified herd # i. volume of wash wateraccording 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 7/3/24 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) 161803 ft3 �ft3 77481 ft3 298307 gallons 0.52 Ibs/1000 gal. 280.1 Ibs. PAN PoA (30 Day) 2/21100 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): I Stones 3 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr.124 hr. storm & structural freeboard G. line b - line a (inches in red zone) = d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 16.0 inches 19.0 inches 3.0 inches 128256 ft2 239839 gallons 180 days g. volume of waste produced according to structural design 161411 ft3 h. current herd # 4896 certified herd # 4896 actual waste produced = current herd # x line g = 161411 ft3 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 7/3/23 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) �ft3 77350 ft3 297655 gallons 0.43 Ibs/1000 gal. 231.1 Ibs. PAN PoA (30 Day)2/21/00 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. Stnicture Name/Identifier (ID): I Storms 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr./24 hr. storm & structural freeboard c. line b - line a (inches in red zone) = d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 18.0 inches 19.0 inches 1.0 inches 128656 ft2 80196 gallons 180 days g. volume of waste produced according to structural design 161411 ft3 h. current herd # 4896 certified herd # 4896 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 + 1 + j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period 1. current waste analysis dated 1 713/24 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) 161411 ft3 ft3 77583 ft3 297946 gallons 0.48 Ibs/1000 gal. 181.5 Ibs. PAN PoA (30 Day) 2/21/00 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY I. Structure ID: Storms Farm 5 2. Structure ID: Storms Farm 6 3. Structure ID: 4. Structure ID: 5. Structure ID: 6. Structure ID: n.lines 1+2+3+4+5+6= line m = 184.6 lb PAN line m = 338.4 lb PAN line m = lb PAN line m = lb PAN line m = lb PAN line m = lb PAN 523.1 lb PAN Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN MI &1^1� 1 CICI nQ TA IAIUIhU OAK[ I`AklklnT QC ADDI ICn nl IRINIr THIS sn nnv PERIOD. o. tract # p. field # q. crop r, acres s. remaining IRR-2 PAN balance (Iblacre) t. TOTAL PAN BALANCE FOR FIELD (Ibs.) column u. application window' 1043 J so beans 2.60 100.00 260.0 April - Set 15 P1 so beans 4.90 100.00 490.0 April - Sept 15 uestimate on PAN left 'State current crop ending application date or next crop application beginning date Tor available receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column t) = 750.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 523.1 lb. PAN x. Crop's remaining PAN balance (line v from section III) _ 750.0 lb. PAN y. Overall PAN balance (w -x) = 227 lb. PAN r.IADOAT!VE: will begin pumping as soon as field conditions allow. PoA (30 Day) 2121100 PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): Storms Farm 5 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr./24 hr. storm & structural freeboard c. line b - line a (inches in red zone) _ d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 15.0 inches 19.0 inches 4.0 inches 127596 fe 318139 gallons 180 days g. volume of waste produced according to structural design 161410 ft3 h. current herd # 8568 certified herd # 8568 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 7/3/24 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) 161410 fts I_ I ft3 77000 ft3 297218 gallons 0.30 Ibs/1000 gal. 184.6 Ibs. PAN PoA (30 Day) 2/21/00 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): I Storms Farm 6 2. Current liquid volume in 25 yr.124 hr. stone storage & structural freeboard a. current liquid level according to marker b. designed 25 yr.124 hr. storm & structural freeboard c. line b - line a (inches in red zone) = d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 777-01 inches 19.0 inches 4.0 inches 127596 ftz 318139 gallons 180 days g. volume of waste produced according to structural design 161410 ft3 h. current herd # F 8568 certified herd # 8568 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 1. current waste analysis dated r 7/3/24 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) rr 161410 ft3 ft3 77000 ft3 297218 gallons 0.55 Ibs/1000 gal. 338.4 Ibs. PAN PoA (30 Day) 2/21 /00