090020_Plan of Action (POA)_20200817

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 9 20 County: Bladen
Facility Name: HM 20
Certified Operator Name: Travis Brown Operator Number: 1009228
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): 15 15 15
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: 8/20/2020
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.
Hilton Mixon Family Farms Phone: [phone]
Facility Owner/Manager(print)
Date: 8/17/2020
Facility Owner/Manager(signature)

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= 1789.6 lb PAN
2. Structure ID: 2 line m= 1570.0 lb PAN
3. Structure ID: 3 line m= 815.3 lb PAN
4. Structure ID: line m= lb PAN
5. Structure ID: line m= lb PAN
6. Structure ID: line m= lb PAN
n. lines1 +2+3+4+ 5+6= 4174.9IbPAN
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
(lb/acre) FIELD(lbs.)
column r x s
11475A Pivot soybeans 44.60 116.00 5173.6 Apr-Sep 15
11475A 42a 4.60 Apr-Sep 15
11475A 42b 6.90 Apr-Sep 15
11475A 51A soybeans 7.20 111.00 799.2 Apr-Sep 15
11475A 51B soybeans 7.20 111.00 799.2 Apr-Sep 15
11475A 52A soybeans 1.70 41.00 69.7 Apr-Sep 15
11475A 52B soybeans 5.40 101.00 545.4 Apr-Sep 15
11475A 43a 6.90
11475A 43b 6.90
11475A 44a soybeans 5.70 136.00 775.2 Apr-Sep 15
11475A 44b soybeans 1.90 136.00 258.4 Apr-Sep 15
11475A 45a soybeans 4.80 136.00 652.8 Apr-Sep 15
11475A 45b soybeans 5.70 136.00 775.2 Apr-Sep 15
11475A 45c soybeans 2.70 136.00 367.2 Apr-Sep 15
11475A 45d soybeans 2.90 136.00 394.4 Apr-Sep 15
11475A 46a soybeans 2.90 92.00 266.8 Apr-Sep 15
11475A 21 soybeans 5.10 116.00 591.6 Apr-Sep 15
11475A 22 soybeans 4.50 113.00 508.5 Apr-Sep 15
11475A 23 soybeans 2.20 90.00 198.0 Apr-Sep 15
11475A 44c soybeans 2.70 89.00 240.3 Apr-Sep 15
'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)= 12415.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II)= 4174.9 lb. PAN
PoA(30 Day)2/21/00

x. Crop's remaining PAN balance(line v from section III)= 12415.5 lb. PAN
y. Overall PAN balance(w-x)= -8241 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.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit.
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 15.0 inches
b. designed 25 yr./24 hr. storm&structural freeboard 19.5 inches
c. line b-line a (inches in red zone) = 4.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 151200 ft2
e. line c/12 x line d x 7.48 gallons/ft3 424116 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 190356 ft3
h. current herd# 5760 certified herd# 5760
actual waste produced = current herd# x line g = 190356 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 88200 ft3
k. (lines h + i +j)x 7.48 x 30 days/line f= 347266 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/25/2020 2.32 Ibs/1000 gal.
m. ((lines e+ k)/1000)x line I = 1789.6 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 19.5 inches
c. line b-line a(inches in red zone) = 4.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 171100 ft2
e. line c/12 x line d x 7.48 gallons/ft3 479936 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 210994 ft3
h. current herd# 6400 certified herd# 6400
actual waste produced = current herd# x line g = 210994 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 99808 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 387466 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/25/2020 1.81 Ibs/1000 gal.
m. ((lines e+ k)/1000)x line I= 1570.0 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): 3
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 19.5 inches
c. line b-line a (inches in red zone)= 4.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 91000 ft2
e. line c/12 x line d x 7.48 gallons/ft3 255255 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 105497 ft3
h. current herd# 3200 certified herd#1 3200
actual waste produced = current herd# x line g = 105497 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 53083 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 197696 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/25/2020 1.80 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I = 815.3 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