090169_POA for high freeboard_20231218

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: - l Count 3lattien
Facility Name: 6-Mespie. FarmS
Certified Operator Name: ChaxlfS G1.tespie, Operator# �aS�
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 with 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):
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 j2dor 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 (� 011 A3
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,
t'kr,•r`t,'S W' 6r°ri e spie, Phone: <?16 76.2�1'6Z
Facility Owner/Manager (print)
Facility
(signature)
Date: lid i81 a 3
PoA Cover Page 2/21/00

!I: 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: Gillespie line m = 355.6 lb PAN
2. Structure ID: line m = lb PAN
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 +2+3+4+5+6=
line m =
line m =
line m =
lb PAN
lb PAN
lb PAN
line m = lb PAN
355.6 lb PAN
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
(Ib/acre)
t. TOTAL PAN
BALANCEFOR
FIELD (tbs.)
column r x s
u. applicationwincim'
1754
12
overseed
1.60
60.00
96.0
Oct - March
1754
14
overseed
1.60
60.00
96.0
Oct - March
1754
15
overseed
9.20
60.00
552.0
Oct - March
1754
6
overseed
4.00
60.00
240.0
Oct - March
1754
8
overseed
1.60
60.00
96.0
Oct - March
** uestimate on OS 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) = 1080.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section II) =
355.6
lb. PAN
x.
Crop's remaining PAN balance (line v from section 111) =
1080.0
lb. PAN
y.
Overall PAN balance (w - x) =
-724
lb. PAN
NARRATIVE:
Will begin pumpingassoonasfieldconditions permit. Will contact Georgia Lovetoseeabout letterto pump morein
the Dec/Jan period.
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):
Gilles ie
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
78408 ft2
48874 gallons
180 days
g. volume of waste produced according to structural design 105497 ft3
h. current herd # 3200 certified herd # 3200
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 11/3/23
m. ((lines e + ku1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
105497 ft3
Oft3
48020 ft3
191385 gallons
1.48 Ibs/1000 gal.
355.6 Ibs. PAN
PoA (30 Day) 2/21/00