310253_Plan of Action_20181220 (2)

PLAN OF ACTION JPoALO
KID-,
GH FREEBOARD AT ANIMAL FACILITIES
S DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): TQ
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b.. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches'within structural freeboard) _
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
10.0 inches
12.0 inches
2.0 inches
65070 ftz
81121 gallons
180 days
g. volume of waste produced according to structural design 95178 ft3,
h. current herd # 1580 certified herd # 2880
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
52216 ft'
ft3
37520 ft3
18645 gallons
99766 gallons
1?GDCAT cECT�A ono NC �w' H WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
Structure tab shown below)
PoA (5 Day) 2/21 /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/Identifier (ID): F TQ
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 10.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 65070 fl?
e. line c/12 x line d x 7.48 gallons/ft3 365043 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 95178 Ift3
h. current herd # 1580 certified herd # 2880
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 5 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 6/8/2018
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)
52216 ft3
Offs
37520 ft3
18645 gallons
2.44 Ibs/1000 gal.
936.2 lbs. PAN

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURE"
1. structure.ID: TQ line I = 99766 gallons
2. structure ID: line I = 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 / 27164 =
99766 gallons
3.67- acre -inches
-5 DAY DRAW DOWN PERIOD"2
i' n!.c `I1 s = _ :`; �r� Ij � `" ', 4r-aulic leading capacities, applications cannot exceed
_ ng to its certified waste plan.
2Fields with no remaining PAN balance- no receiving cron, anri/Or OOrnnlataly gati Irntari 2re
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
(lb/acre)
v. mmdmum
application rate
Cin/hr)
w. maramum
application
amount (inches)
5193
h2
norfolk
bermudagrass
1.55
200
1
0.96
5193
h3
norfolk
bermudagrass
1.27
200
1
0.96
5193
h4
norfolk
bermudagrass
1.32
200
1
0.96
5193
h5
norfolk
bermudagrass
2.64
200
1
0.96
5193
h7a
norfolk
bermudagrass
1.83
2001
1
0.96
5193
h7h-nnrfo.lk
bermudagrass
0.90
200
1
0.96
5193
, h8
ncrfc,k
bc.":Udagrass
2.32
200
1
0.96
5193
h9
norfolk
bermudagra�is
2.62
18U
0.96
5193
h1!n---nnrfOlk
-
bermudagrass
2.50
200
1
0.96
5193
h10b
norfolk
bermudarass
1.49
190
1
0.96
X. total acres availeh'^ ��^�;, ° �_� ar.....,_..._ ,.s,...i...-_ a� _ 18.44 Acrctc
_, z.w,z.. TO of LAND APPLIED PER ACRE
". ;5 Day) 2/21/00

y. line o 0.20 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
and haul, depopulation, herd reduction;=etc. For pump & haul and herd reduction options,
recalculate new hydraulic load based on new information.
.o land',apply hydraulic load:
scribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in -field; "trafficabili " across soils; will, soils absorb application without runoff, etc.
Heavy RainFall from Hurrican Florance.
All fields in good conditions.
to and amount of last raintall event"?
DATE: 1 09/16/18
3. Dates of last waste application event per field:
AMOUNT: 13.00 inches
4. vlven optimum son and weather conditions, is imgation equipment capaole.ot applying the volume in
line'"h" at appropriate- season6l i.e. winter application rates within 5 days?
Yes
I
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrinn.inn 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 -tor consideration.
All, pulls will be made in a manner so as not to allow runoff or ponding..
PoA (5 Day) 2/21/00