090045_Routine Inspection_20240808

! PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
-
Facility Number: County: 1 ,'ff -
Facility Name: Fpy, i Farrn
i
Certified Operator Name: 1 u j ��YS Operator # 1 2
U
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 -(0) rwl- ---baei_----
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.
VLiquid 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: _ e) ( I C
I hereby certify that I have reviewed the information listed above ano mcivaed within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
r0ti
Owner/Manager (print)
Owner/Manager (signature)
Phone: (10- ?Ao-16E6
Date: I $ a
PoA Cover Page 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
- - HR. STORM -STORAGE ELEVATIONS -IWAL-L—WASTE---STRUCTURES -FOR -FACIL-I-TY — -----
- -- --
1.
Structure ID: Fox Bay Back
line m = 604.1
lb PAN
2.
Structure ID: Fox Bay Front
line m = 453.5 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:
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m = lb PAN
1057.5 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
aFRlnn nn NnT I IST FIFI n.R 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
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lb&)
column rxs
u. application window'
415
1
bermuda hay
2.50
125
312.5
March —Sept
2
bermuda hay
1.80
125
225.0
March -Sept
3
bermuda hay
2.48
125
310.0
March —Sept
**
4
bermuda hay
3.541
125
442.5
March -Sept
**
5
bermuda hay
3.10
125
387.5
March -Sept
**estimates for remainin
PAN**
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) = 1677.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1057.5 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1677.5 lb. PAN
y. Overall PAN balance (w-x)= -620 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 thesefields to the PAN balance
table and recalculate the overall PAN balance. If animal waste is to 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 con as fields dry out.
**did not use all fields in plan because there is plenty of PAN still available.

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/Identifiier(ID):
Fox Bay Front-1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 72816 ft2
e. line c112 x line d x 7.48 gallons/ft3 136166 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 87035 ft3
h. current herd # 3520 certified herd # 3520
actual waste produced = current herd # x line g = 87035 ft3
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 1 7/25/24
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)
0 ft3
44625 ft3
164136 gallons
1.51 Ibs/1000 gal.
453.5 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):
Fox Vay Back - 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25,yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 96866 ft2
e. line c/12 x line d x 7.48 gallons/ft3 181 139gallons
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 116329 ft3
h, current herd # 3520 certified herd # 3520
actual waste produced = current herd # x line g = 116329 ft3
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 7/26/24
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)
ft3
59267 ft3
218910 gallons
1.51 Ibs/1000 gal.
604.1 Ibs. PAN
PoA (30 Day) 2/21/00