090041_POA high Freeboard_20230905

ELAN OF ACTION (01DA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 9_
!� y-- j-- county:-BIadtn
Facility Name:_ C T f _ aflws L1-C
Certified Operator Name: _ao-f-& n (i „ ickc
Operator #
1. Current liquid levels) 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 Namelidentifier (ID):.
Spillway (Yes or No):
Level (inches): 8
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 volth 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: _ e13► .23
1 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.
Jordan Carty
PoA Cover Page 2121/00
Phone: 6110-gel/. 1i9ol
Date: 9` 1 Ia5

IL 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: Jordan Carter 1
2. Structure ID: Jordan Carter
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n.lines 1+2+3+4+5+6=
line m = 45.1 lb PAN
line m = 53.0 lb PAN
line In = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
98.0 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRinn nn WnT I ICT FIFI ns Tn WNICu DAM CAMMnT RI- ADDI IFn nr lCluc T141S An nav DFDInn
o. tract#
p. field#
q. crop
r. acres
s. remaining IRR-2
PAN balance
(Ib/wre)
I. TOTAL PAN
BALANCEFOR
FIELD (Ibs.)
column rxs
u. application window'
T877
2A
overseed
3.00
100.00
300.0
Se t-A ril
T877
28
overseed
3.40
100.00
340.0
Sept -April
** uesimates
on PAN balance
'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) = 640.0 1 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (linen from section 11) = 98.0 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 640.0 lb. PAN
y. Overall PAN balance (w - x) = 542 lb. 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 onnew
information. If new fields are to be included as an option for lowering lagoon level, add thesefields to the PAN balance
table and recalculate the overall PAN balance. If animal waste is to be hauled to anotherpermitted facility, provide
information regarding the herd population and lagoon freeboard levels at the receiving facility.
NARRATIVE:
Will pump as soon as conditions allow.
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):
Jordan Carter 1
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
25625 ft2
15973 gallons
180 days
g. volume of waste produced according to structural design 26023 ft3
h. current herd # 3552 certified herd # 3552
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 8/16/23
m. ((lines e + ky1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
26023 ft3
0 ft3
15925 ft3
52295 gallons
0.66 Ibs/1000 gal.
45.1 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): lJordan Carter
2. Current liquid volume in 25 yr./24 hr. stone 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
34121 ftZ
21269 gallons
180 days
g. volume of waste produced according to structural design 26086 ft3
h. current herd # 3552 certified herd # 3552
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash wateraccording 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 8/16/23
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)
26086 ft3
ft3
21247.9 ft3
59010 gallons
0.66 Ibs/1000 gal.
53.0 Ibs. PAN
PoA (30 Day) 2/21 /00