090132_POA for free board_20240812

(C'U'4
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACUTIES
Facility Number: 9 /- County:
Facility Name; -'T-2 irv-a m wa .
Certified Operator Name. p v t I � � e &C(2 11
operator#
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 (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.
V. 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
Proposed sites with related facility number(s), number acres and receiving crop infpumped and hauled is reflected in section III tables. Included within this plan is a list of the
Contact and secure approval from the Division of Water Quality prior tormation._ o transfer to a site not covered in the facility's certified animal waste managof waste
ement 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: W ) N ol `f
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 g (Print) Owner/Mann er Phone: _
P
Facility Owner/Manager (signature) Date:
PoA Cover Page 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Terranova 1 9-132
2. Structure ID: Terranova 2 9-132
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n.lines 1+2+3+4+5+6=
line m = 568.9 lb PAN
line m = 284.2 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
853.0 lb PAN
Ill. 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 PERT(
o. tract #
p. field #
q_ crop
r. acres
s. remaining
IRR-2PAN
balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column rxs
u. application
Window'
T8197
1
bermuda
14.61
125.00
1826.3
Oct -March
T1897
2
bermuda
5.25
125.00
656.3
Oct -March
*` uestimate on 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) = 2482.5 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section II) =
853.0
lb. PAN
x.
Crop's remaining PAN balance (line v from section 111) =
2482.5
lb. PAN
y.
Overall PAN balance (w -x) =
-1629
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 on new information. If newfields are to be included as an option for lowering lagoon level, ad
these fields to the PAN balance table and recalcu late 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 soon as field conditions allow.

.11
9 • ..
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID):
[Terranova'! 9-132
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
G. 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
16.0 inches
19.0 inches
3.0 inches
68796 ft2
128649 gallons
180 days
g. volume of waste produced according to structural design 80705 ft3
h. current herd # 2448 certified herd # 2448
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 3/1/24
m. ((lines e + k)/1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
80705 ft3
ft3
42000 ft3
152972 gallons
2.02 Ibs/1000 gal.
568.9 Ibs. PAN
PoA (30 Day) 2/21100

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):
Terranova 2 9-132
2. Current liquid volume in 25 yr.124 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
16.0 inches
19.0 inches
3.0 inches
43798 ftZ
81902 gallons
180 days
40352 ft3
h. current herd # 1224 certified herd # 1224
actual waste produced = current herd # x line g = 40352 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 3/1/24
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
27253 ft3
84281 gallons
1.71 Ibs/1000 gal.
284.2 Ibs. PAN
PoA (30 Day) 2/21/00