090044_POA for high freeboard_20240808

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility
County:
Certified Operator Name: 6 n / n e/ r) Operator 100g3&2
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 5
Lagoon Namefldentifier(ID): — -FU -)-
Spillway (Yes or No):
Level (inches):
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.
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.
Contact and secure approval from the Division of Water Quality 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: 01101 ay
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.
69im Melvin Phone:
Facility Owner/Manager (print)
�--
Owner/Manager (signature)
Date:
PoA Cover Page 2121100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
— -HR STORM STORAGEELEVATIONS-INALL WASTE -STRUCT-URES-FOR-FACILITY -
1.
Structure ID: Melving Brothers A
line m =
500.4 lb PAN
2.
Structure ID: Melvin Brothers B
line m =
578.8 lb PAN
3.
Structure ID:
line m =
lb PAN
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lineal +2+3+4+5+6=
line m = lb PAN
line m = lb PAN
line m =
lb PAN
1079.2 lb PAN
Ill. 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
(IWacre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column rxs
u. application windaa'
Melvin
M
bermuda hay
3.34
125
417.5
March -Sept
11
bermuda hay
5.63
125
703.8
March -Sept
N
bermuda hay
3.19
125
398.8
March -Se t
K1
1 bermuda hay
3.201
125
400.0
March —Sept
** onl used 4 fields and plenty of PAN left
'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) = 1920.0 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1079.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1920.0 lb. PAN
y. Overall PAN balance (w -x) = -841 lb. PAN
ie y must show as a deficit. If line y does not showas a deficit, list course of action here including pump and haul,
:population, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new
formation. If new fields are to be included as an option for lowering lagoon level, add thesefields to the PAN balance
ble and recalculate the overall PAN balance. If animal waste is to be hauled to another permittedfacility, provide
formation regarding the herd population and lagoonfreeboard levels at the receiving facility.
Will begin pumping as oon as fields dry out.
** did not use all fields in plan because then: is plenty of PAN still available.
PoA (30 Day) 2/21/00

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/ldentifier(ID):
MB A
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 vr./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) 96136 ft2
a. line c/12 x line d x 7.48 gallons/ft3 179774 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 116047 ft3
h. current herd # 3520 certified herd # 3520
actual waste produced = current herd # x line g = 116047 ft3
certified herd # --'��
i. volume of wash water according to structural design �0ft3
j. excess rainfall over evaporation according to design 58333 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 217394 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated
7l26/24
1.26
Ibs/1000 gal.
m. ((lines e + k)/1000) x line I =
500.4
lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100

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. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25yr./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) 102476 ft2
e. line 612 x line d x 7.48 gallons/ft3 255507 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
116047 ft3
h. current herd # 3520 certified herd # 3520
actual waste produced = current herd # x line g =
116047 ft3
certified herd #
i. volume of wash water according to structural design
50823.5 ft3
j. excess rainfall over evaporation according to design
62066 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f=
285408 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/26/24 1.07 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 578.8 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00