090102_POA for high freeboard_20240812

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility iVunber: --
Facility Name: @ ¢�1(;On
Certified Operator Name:Operator# _
1. Current liquid level(s) in inches s 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):
Spillway (Yes or No):
Level (inches): -(0 .
2. Check/all applicable items
v 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: .I 151
2y
1 hereby certify that I have reviewed the information listed above and included within the attached Plan
— of Action and to the be t of my knowledae and ability. the information is accurate and correct.
hone: Q10'87q-6200
(print)
.late:
Facility UwnerlMaft4er (signature)
PoA Cover Page 2/21/oo

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II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1, structure ID: 1
2. structure ID: 2
3. structure ID:
4. structure ID:
5. structure ID:
6. structure ID:
n. lines 1+2+3+4+5+6=
o. line n / 27154 =
line 1=
26135 gallons
line 1 =
26234 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
52369 gallons
1.93 acre4nches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' 2
While 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.
mmmmm�
u. remaining
balance
V. maximum
(inthr)
x. total acres available during 5 day draw down (sum of column t) _
10.50 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2121/00
Y. line o = 0.18 inches per acre to be applied within 5 days
line x

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
5 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier(ID):
Neill Jackson
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 6.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 13.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 55517 ft2
e. line c/12 x line d x 7.48 gallons/ft3 449873 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 43255 ft3
h. current herd # certified herd # 3804
actual waste produced = current herd # x line g = ft3
certified herd #
1. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 34653 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f= 7200 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 3/20/24 0.03 Ibs/1000 gal.
m. ((lines e + 1k)/1000) x line I = 13.7 Ibs, PAN
5 Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k = 43269 gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)