The URL can be used to link to this page

Home My WebLink About090210_Plan of Action (POA)_20200114 V ' c,ruLet/t. _00,1 la/agA PLAN OF ACTIO► iz IGH FREEBOARD AT ANIMAL FACILITIES OM ^1n� Facility Number: County:_ 1oijen Facility Name: I kxvi o\ Q- \ ir1l e_s Certified Operator Name: ipavi '. G 'ef Operator# 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): I Cp JAN 15 zoza • Level (inches): WOROS 2. Check all applicable items FAYE1IEIJILLFPE l°NAL_OFFICE 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. Waste is to be pumped arid 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. Contact and secure approval from the Division of Water Resources prior to 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: 1) 1 tp I 2020 • 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. Phone: o. 7Lt 'fig6 Facility Owner/Manager(print) Date: I I I v Facility Owner/Manager(signature) PoA Cover Page 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 • 1. Structure ID: 1 line m = 532.8 lb PAN 2. Structure ID: • 2 • line m= 704.9 lb PAN 3. Structure ID: 3 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. Iines1 +2+3+4+ 5+6 = 1237.7IbPAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. o. tract# p. field# q. crop r. acres : s.remaining IRR-t.TOTAL PAN u.application window 2 PAN balance BALANCE FOR (Ib/acre) FIELD(lbs.) • • column r x s 4696 14A overseed 3.70 50.00 185.0 Sept-April 4696 14B overseed 3.60 50.00 180.0 Sept-April 4696 15A overseed 3.30 50.00 165.0 Sept-April 4696 15B overseed 3.30 50.00 165.0 Sept-April 4696 15C overseed 3.20 50.00 160.0 Sept-April 4696 15D overseed 1.80 50.00 90.0 Sept-April 4696 7A overseed 1.00 50.00 50.0 Sept-April 4696 7B overseed 2.50 50.00 125.0 Sept-April 4696 7C overseed 2.50 50.00 125.0 Sept-April 4696 9A overseed 1.85 50.00 92.5 Sept-April '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) = 1337.5 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied,(line n from section II)= 1237.7 lb. PAN x. Crop's remaining PAN balance(line v from section III)= 1337.5 lb. PAN y. Overall PAN balance(w-x)= -100 lb. PAN NARRATIVE: Pumping will begin as soon as field conditions are acceptable. • • 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): 1 • 2. Current liquid volume in 25 yr./24 hr. storm 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) 95836 ft2 e. line c/12 x line d x 7.48 gallons/ft3 179213 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 ft3 h. current herd# 4410 certified herd# 4410 - -actual waste produced-= current herd# x line-g= —145388-ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 58333 ft3 k. (lines h + i+j)x 7.48 x 30 days/line f= 253972 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 10/8/2019 1.23 lbs/1000 gal. m. ((lines e+ k)/1000)x line I= 532.8 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) 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): 2 2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard a. current liquid level according to marker 15.0 inches b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches c. line b-line a (inches in red zone)= 4.0 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/ft3 238951 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 ft3 h. current herd# 4410 certified herd# 4410 actual waste produced = current herd# x line g = 145388 ft3 certified herd# i. volume of wash water according to structural design 0 ft3 j. excess rainfall over evaporation according to design 58333 ft3 k. (lines h+ i+j)x 7.48 x 30 days/line f= 253972 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 10/8/2019 1.43 Ibs/1000 gal. m. ((lines e+ k)/1000)x line I= 704.9 lbs. PAN REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below)