090102_5 day POA for high freeboard_20240808

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: — —. j b2.
- County:.. tdm
Facility Name:,_ WN11 rc `
Certified Operator Name:
Operator #
Current liquid level(s) in inches Las 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 (113):
Spillway (Yes or No):
Level (inches): 1
2. Check all applicable items
V. 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
3. Earliest possible date to begin land application of waste:
I 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.
(print)
hone: Q10-87q- 6�oo
late:
Facili� H er(signatur�ej) l
Po0. Cover Page 2121/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YW24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Neill Jackson
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
G. Structure ID:
line m = 13.8 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
n.lines 1+2+3+4+5+6= 13.8lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNnT RP APPI mn rn rPnJrr Turs -in nev DODrnn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
903
5368
bermuda graze
10.50
100.00
1050.0
Mar -Sept
" 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) = 1050.0 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section II) =
13.8
lb. PAN
x.
Crop's remaining PAN balance (line v from section III) =
1050.0
lb. PAN
y.
Overall PAN balance (w - x) =
-1036
lb. PAN
IARRATIVE:
VilI begin pu mpi ng as soon as field conditions permit.
PoA (30 Day) 2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FORALL-WASTE-STRUCTURES -FOR -FACILITY
1. structure ID: 1
line 1=
26135 gallons
2. structure ID: 2
line I =
26234 gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n. lines 1+2+3+4+5+6=
o. line n 127154 =
52369 gallons
1.93 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' Z
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
.
.
..
IRR-2 PAN
balance
applicatiort rate
(in/hr)
x. total acres available during 5 day draw down (sum of column t) =
10.50 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21 /00
Y. line o = 0.18 inches per acre to be applied within 5 days
line x

If unable to land apply hydraulic load listed in line y, list course of action here including pump
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
e ui ment mar down in field; "trafficabilit ' across soils; will soils absorb application without runoff, etc.
fields still wet but some pulls will dry out soonerand should dryoutfairlyquickly since NoA soil type.
2. Date and amount of last rainfall event?
DATE: 08/08/24
AMOUNT: inches
. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
yes assuming we don't get more rain from the tropical storm.
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
er irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposed changes in application rates and amounts; and any other information for consideration.
as soon asfields are dry will pump using normal means and rates.
PoA (5 Day) 2121/00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
5 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier(ID):
Neill Jackson
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 7.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 12.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 55517 ft2
e. line c/12 x line d x 7.48 gallons/ft3 415267 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 43255 ft3
h. current herd # certified herd # 3804
actual waste produced = current herd # x line g = ft3
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 34653 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f= 7200 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 3/20/24 0.03 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 12.7 lbs. PAN
5 Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k = 43268 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)