090044_30 Day POA_20210119

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PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: - 11 L4 County: 610-de"
Facility Name: / 1 /61 V)r) st�1
Certified Operator Name: , n Operator# 100g3i�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 6
Lagoon Name/Identifier (ID): 1 a U
Spillway (Yes or No):
Level (inches):
2. Check all applicable items
�' 16
�iepor-tcd. � � I � l zoa
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
Earliest possible date to begin land application of waste:
I-Ile-Z.o2t
I hereby certify that 1 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.
6yi1 Melvin Phone:
Facility Owner/Manager (print)
Date:
Owner/Manager (signature)
c11D-87to - WO
PoA Cover Page 2121100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Melvin Brothers A
line m =
443.7 lb PAN
2. Structure ID: Melvin Brothers B
line m =
422.6 lb PAN
3. Structure ID:
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
In. lines 1+2+3+4+5+6= 866.31bPAN
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 (Ibs.)
column r x s
u. application window'
Melvin
M
overseed
3.34
50
167.0
Sept- Mar
Melvin
11
overseed
5.63
50
281.5
Sept- Mar
Melvin
N
overseed
3.19
50
159.5
Sept- Mar
Melvin
K1
overseed
3.20
50
160.0
Sept- Mar
Melvin
G1
overseed
4.63
50
231.5
Sept- Mar
Melvin
G2
overseed
4.31
50
215.5
Sept- Mar
Melvin
F
overseed
5.02
50.00
251.0
Sept- Mar
** only used
fields to show a negative balance. No pumping in January.
'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) = 1466.0 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 866.3 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) = 1466.0 lb. PAN
y. Overall PAN balance (w - x) = -600 ib. 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.
Will begin pumping as con as fields dry out.
PDA (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 Melvin Brothers 1 A
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
96136 ftz
59925 gallons
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 =
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 1 11/24/2020
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)
116047 ft°
Oto
58333 ft3
217394 gallons
1.60 Ibs/1000 gal.
443.7 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 Melvin Brothers 2 B
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
102476 ftz
63877 gallons
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 =
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 11/24/2020
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)
116047 ft'
50823.5 ft3
62066 ft3
285408 gallons
1.21 Ibs/1000 gal.
422.6 Ibs. PAN
PoA (30 Day) 2/21/00