090067_POA for freeboard_20240812

3 -
PLAN OF ACTT M (P oA) FOR MGH FREEBOARD AT ANWAL GACDILDiTESS
Facility Number: Country: IJ6Ccj� P 1
Facility
Certified Operator Name: Ri a'a �Yjmyn
Operator f#
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):
e�
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 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 f
Earliest possible date to begin land application of waste: q
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.
�(JIiCt �U Go jm
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: q I V6, -ab4
Date: 6) I 1
PoA Cover Page 2/21/00

1. Structure ID: Cowford
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 +2+3+4+5+6=
line m = 44.1 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
44.1 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
(Iblacre)
t. TOTAL PAN
BALANCE
FOR FIELD
(Ibe.)
u. application
window'
1819004
5A
bermuda rass
1.60
75.00
120.0
311-9/30
1819004
5B
bennuda rass
3.20
75.00
240.0
3/1-9/30
**cjuestlmates on PAN remainin **
'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) _
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w - x) =
II begin pumpingassoon as field conditions permit.
360.0 lb. PAN
44.1 lb. PAN
360.0 lb. PAN
-316 lb. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
�;,AL"�.I PC► c, ot., �_I=n P' 1, 1 tiI -IiI it^E
1. Structure Name/Identifier(ID):
Cowford
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 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/fO
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
24000 ft2
14960 gallons
180 days
g. volume of waste produced according to structural design 19388 ft3
h. current herd # 2640 certified herd # 2640
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 12/7/23
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)
19388 fe
�fe
14000 fe
41624 gallons
0.78 Ibs/1000 gal.
44.1 Ibs. PAN
PoA (30 Day) 2/21/00