The URL can be used to link to this page

Home My WebLink About710006_Plan of Action_20181010BARWICK AG SERVICES, LLC 103 COUNTRY,CLUB CIRCLE CLINTON, NC 28328 October 10, 2018 North Carolina Division of Aquifer Protection Attn: Mrs. Kristin Miguez 127 Cardinal Drive Extension Wilmington, NC 28405-2845 Dear Kristin, Please find enclosed Plans of Action for the following farms. All were pumped down prior to Hurricane Florence but due to 25-30+" of rain, all lagoons got in the red. Pre -and post -storm 'levels were as follow: 24-17 HD3 Farms Wright Farm: 40" pre; 14" post 71-90 Greenwood Finishing #1: 36" pre; 9" post 71-17 Greenwood Finishing #2: 40" pre; 5" post ��Greenwood Finishing #3: all 47" pre; 4" post We have had an extremely wet 2018 and lagoons have been, more difficult to manage than usual. Thank you for your attention to this matter. Call 910-385-1000 with questions. Sincerely, Curtis Barwick M go � ma (t� % K-ca 11)�Coll PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 71-6 County: Pender Facility Name: Greenwood Finishing #3 Certified Operator Name: Glenn Register Operator Number: 1001491 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: 1 2 3 Spillway(Y or N): N N N Level(inches): 4 4 4 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. 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. Volume 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: 912212018 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. Greenwood Livestock, LLC Phone: Facility Owner/Manager (print) Date Facility Owner/Manager (signature) 910-862-2252 10/10/2018 I 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 = 347.7 lb PAN 2. Structure ID: 2 line m = 346.2 lb PAN 3. Structure ID: 3 line m = 348.7 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 1 + 2 + 3 + 4 + 5 + 6 = 1042.7lbPAN 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 2 PAN balance (lb/acre) t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s u. application window' 261 2 wheat 48.87 111.00 5424.6 Sep -Apr '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) = 5424.6 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line In from section II) = 1042.7 lb. PAN PoA (30-Day) 2/21/00 x. Crop's remaining PAN balance (line v from section III) = 5424.6 lb. PAN y. Overall PAN balance (w - x) _ -4382 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 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 4.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches c. line b - line a (inches in red zone) = 15.5 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 9389 Ift2 e. line c/12 x line d x 7.48 gallons/ft3 907163 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 87035 ft3 h. current herd # 2640 certified herd #1 2640 actual waste produced = current herd # x line g = 87035 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 9/28/2018 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) 0 ft3 56938 ft3 179486 gallons 0.32 Ibs/1000 gal. 347.7 Ibs. PAN PoA (30 Day) 2/21 /00 a 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): 12 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 4.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches c. line b - line a (inches in red zone) = 15.5 inches d. top of dike surface area according to design (area at below structural.freeboard elevation) 93444 ft2 e. line c/12 x line d x 7.48 gallons/ft3 902825 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 880 days g. volume of waste produced according to structural design 87035 ft3 h. current herd # 2640 certified herd # 2640 actual waste produced = current herd # x line g = 87035 ft' 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 9/28/2018 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) 0 ft3 56670 ft3 179152 gallons 0.32 Ibs/1000 gal. 346.2 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): 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./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 4.0 inches 19.5 inches 15.5 inches 94200 1ft2 910129 gallons f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 87035 ft3 h. current herd # 2640 certified herd # 2640 actual waste produced = current herd # x line g = 87035 ft' 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 9/28/2018 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) 0 ft3 57120 ft3 179713 gallons 0.32 Ibs/1000 gal. 348.7 Ibs. PAN PoA (30 Day) 2/21 /00