090150_POA for high freeboard_20240813

PLAN OF QO V 90H (P-A) FOR HlIGH FREEBOARD AT ANC 1 AL F �
Facility Number: 9 { i �� I�� �
:
Facility Nar�e:
County:
Certified Operator Name:
INiIlle i ccs-N
Operator
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 leve
in the lagoon to the bottom of the spillway for lagoons with spillways. l
LaStructure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
goon 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.
ti% 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
to a site not covered in the facility's certified animal waste ma get»ent— cer ®e waste
ian
operation will be partially or fully depopulated.
-- if animals are to be moved to attach a complete schedule with corresponding animal units and dates for depopulation
ro
freeboard levels and herd Population teforpthe receiv nglfacptyvide facility number, lagoon
3. Earliest possible date to begin land application of waste: 6/
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.
Facility
Owner/Manager (print)
Facility Owner/Manager (signature)
P
Phone: Loll 06520- s I LI CI
®ate: 3 / 131�q
PoA Cover Page 2/29/oo

II. 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: ABK #1 9-150
line m =
957.1 lb PAN
2. Structure ID: ABK # 2 9-150
line m =
518.6 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
n. linesl +2+3+4+5+6=
1475.7 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
DPRInn nr% MAT I IST FIFI nS Tn WMICN DAM r:AMMnT RF APPI Ipn rN IRIMr: TFIIC 3n nAY pFRlnn
o. tract #
p. field #
q. crop
r. acres
a. remaining IRR-2
PAN balance
(lb(acre)
t. TOTAL PAN
BALANCE
FOR FIELD
(Ibs.)
u. application
window'
T4637
1
bermuda
25.15
100.00
2515.0
Mar -Se t
T10981
any
bermuda
29.20
100.00
2920.0
Mar -Sept
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) = 5435.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section II) =
1475.7
Ib. PAN
x.
Crop's remaining PAN balance (line v from section 111) =
5435.0
Ib. PAN
y.
Overall PAN balance (w - x) =
-3959
lb. PAN
Line y must show as a deficit. If line y does not showas 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 newfields 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 isto 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 soon as field conditions allow.
PDA (30 Day) 2121/00

30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier(ID):
ABK #1 9-150
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
g. volume of waste produced according to structural design
14.0 inches
19.0 inches
5.0 inches
77395 ft2
241214 gallons
180 days
121058 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft3
certified herd #
1. 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
1. current waste analysis dated 311/24
m. ((lines e + kX1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Oft?
51041 ft3
214550 gallons
2.10 Ibs/1000 gal.
957.1 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): ABK #2 9-150
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c, line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 98350 ft2
e. line ell x line d x 7.48 gallons/ft3 61305 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
121058 ft3
h. current herd # F3672 certified herd # 3672
actual waste produced = current herd # x line g =
121058 ft3
certified herd #
i. volume of wash wateraccording to structural design
to
j. excess rainfall over evaporation according to design
59600 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f=
225220 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 3/1/24 1.81 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 518.6 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)