090044_Plan of Action (POA)_20200617

• PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: C"\ - c I c_ County: )Wen
I'
h I i I
Facility Name: 11(lV) l� )f�`f'ILA"Y I
-;-) I PiV)11 Operator# I DOLi3?t2.
Certified Operator Name: �(1 1��1'1 ,
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): , _
[9)
Spillway (Yes or No):
Level (inches): i 1 f C)
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. _. 3c.,U1 1 ec4ohd 5 I a7/aoao
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: (, /17! °(O2O'
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.
i3unn Men Phone: q/0-"& 74 ..i SD
Facility Owner/Manager(print)
ii_______________
z .,----)
Date: 411 i id°
Facility Owner/Manager(signature)
PoA Cover Page 2/21/00

• II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Melvin Brothers A line I = 515630 gallons
2. structure ID: Melvin Brothers B line I = 622458 gallons
3. structure ID: line I = gallons
4. structure ID: line I = gallons
5. structure ID: line I = gallons
6. structure ID: line I = gallons
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 1138088 gallons
o. line n/27154 = 41.91 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
1While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract# q. field # r. soil type s. crop t. acres u.remaining v.maximum w.maximum
IRR-2 PAN application rate application amount
balance (in/hr) (inches)
(lb/acre)
Melvin G1 Ra, GbA bermuda 4.63 192.07 0.4 1
Melvin G2 GbA bermuda 4.31 268.97 0.5 1
Melvin F Ra, GbA bermuda 5.02 183.65 0.4 1
Melvin H1 AuA bermuda 4.09 269.5 0.6 1
Melvin H2 pe, AuA bermuda 2.43 220 0.45 1
Melvin 11 Aua, Pe, Ln bermuda 5.63 231.8 0.45 1
Melvin 12 Pe, AuA bermuda _ 2.26 220 0.45 1
melvin E Ra bermuda 4.03 138.73 0.4 1
melvin J AuA, Wo bermuda 2.87 269.5 0.4 1
melvin K1 AuA, St bermuda 3.20 157 0.5 1
melvin K2 Aua . bermuda 2.30 269.5 0.6 1
melvin L st, AuA bermuda 3.71 259.99 0.5 1
Melvin M AuA, st bermuda 3.34 236.72 0.5 1
Melvin N Aua bermuda 3.19 190.62 0.6 1
*** max rate (G) used lowest for soil type
x. total acres available during 5 day draw down (sum of column t)= 51.01 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day)2/21/00
y. line o = 0.82 inches per acre to be applied within 5 days

• line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump &haul and herd reduction options,
recalculate new hydraulic load based on new information.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils; will soils absorb application without runoff, etc.)
Some fields are drying out and should be able to pump in the next day orso. Otherfields are wet,but drying out.
2. Date and amount of last rainfall event?
DATE: 16/15-16/2020 AMOUNT: 4.50 inches
3. Dates of last waste application event Der field:
E,g2-6/13
F-6/14
g1 -6/12
11 -4/7
KI-4/8
L-4/16
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal (i.e. winter)application rates within 5 days?
Will start pumping on dryerfields such as G1,G2 and F on Thurday or Friday and move to otherfields as they dry out.
5. Irrigation schedule for next 5 days-include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposed changes in application rates and amounts; and any other information for consideration.
Will increase travel speed to bring in faster.
PoA (5 Day)2/21/00

PLAN OF ACTION (PoA)FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5)DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID): Melvin Brothers A
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed structural freeboard zone 19.0 inches
(Normally 12 inches or greater)
c. line b -line a (inches within structural freeboard)= 8.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 96136 ft2
e. line c/12 x line d x 7.48 gallons/ft3 479398 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 0 ft3
j. excess rainfall over evaporation according to design 58333 ft3
k. (lines h + i +j)x 7.48 x 5 days/line f= 36232 gallons
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k = 515630 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day)2/21/00

•
PLAN OF ACTION (PoA)FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID): Melvin Brothers B
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 10.0 inches
b. designed structural freeboard zone 19.0 inches
(Normally 12 inches or greater)
c. line b-line a (inches within structural freeboard)= 9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 102476 ft2
e. line c/12 x line d x 7.48 gallons/ft3 574890 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 ft3
j. excess rainfall over evaporation according to design 62066 ft3
k. (lines h + i +j)x 7.48 x 5 days/line f= 47568 gallons
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k = 622458 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day)2/21/00