310413_30 day and 5 day POA_20181212

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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 12/1.1/2018
1. Structure Name/Identifier (ID): RichardMilliam Lanier#1 FN: 31-413
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 8.5 inches
d top of dike surface area according to design
(area at below structural freeboard elevation) 43920 ft2
e. line c/12 x line d x 7.48 gallons/ft3 232703 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 61320 ft3
h. current herd # F-78-6­01 certified herd #1 1860
actual waste produced = current herd # x line g = 61320 ft'
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 9/21/2018
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) -
PoA (30 Day) 2/21/00
I1ft3
I 266166 ft3
109627 gallons
0.94 Ibs/1000 gal.
321.8 lbs. PAN
12/11 /2018

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 12/11/2018
1. Structure Name/Identifier (ID): Richard/William Lanier#2 FN: 31-413
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 19.5 inches
c. line b - line a (inches in red zone) = 3.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42636 ft2
e. line c/12 x line d x 7.48 gallons/ft3 93018 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 47589 ft3
h. current herd # 1440 _ certified herd # 1440
actual waste produced = current herd. # x line g = 47589 ft3
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 26337.5 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 92162 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/21/2018 0.53 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 98.1 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the. next Structure tab shown below)
PoA (30 Day) 2/21/00 12/11/2018

r
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Richard/William Lanier#1
line m =
321.8 lb PAN
2.
Structure ID: Richard/William Lanier#2
line m =
98.1 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:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 419.9lbPAN
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 PERIOD.
2 PAN balance
..
t TOTAL PAN
BALANCE FOR
. .
columnrxs
lu. application window'
'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) = 1230.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 419.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1230.0 lb. PAN
y. Overall PAN balance (w - x) _ -810 Ib. PAN
PoA (30 Day) 2/21/00 12/11/2018

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 new fields are to be included as an option for lowering lagoon level, add these
fields 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.
Pumping will occur to bermuda as conditions permit. Also may use honey wagon to apply water to other
land owned. If needed can pump transfer lagoon 1 to lagoon 2 to get it above 12".
PoA (30 Day) 2/21 /00 12/11 /2018

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 12/11/2018
1.. Structure Name/Identifier (ID). I Richard/William Lanier #1 FN: 31-413
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 1 1 1.0inches
b. designed structural freeboard zone 19.5 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 8.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 43920 ft2
e. line c/12 x line d x 7.48 gallons/ft3, 232703 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 1 61320 ft3
h. current herd # 1 18601 certified herd #1 1860
actual waste produced = current herd # x line g = 61320 ft3
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 26616 ft3
k. (lines h + i +j) x 7.48 x 5 days/line f = ' 18271 gallons
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 = 250974 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00

t
ti
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
. FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 12/11/2018
1. Structure Name/Identifier (ID): I Richard/William Lanier #1 1 FN: 31-413
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
16.0 inches
19.5 inches
3.5 inches
42636 ft2
93018 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 47589 ft3
h. current herd # 1440 certified herd # 1440
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 =
47589 ft3
0 ft3
26337.5 ft3
15360 gallons
108378 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE'STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00

Y
II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: Richard/William Lanier #1
line 1 =
250974 gallons
2.
structure ID: Richard/William Lanier #1'
line 1 =
108378 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 = 359352 gallons
o. line-n / 27154 = 13.23 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD',2
'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.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
3275
1
Aut,ryville
Small,Grain
24.60
- 50
0.6
0.72
x. total acres available during 5 day draw down (sum of column t) = 24.60 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y line o = •0.54 inches per acre to be applied within 5 days
PoA (b Day) 2/ZTMO--

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.
May pump and haul to lands owned by grower.
to land apply hydraulic load:
ascribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar aown in tieia; tramcamia across sous; wiii sons aosoro appucation witnout runott, etc.
Wet but may dry out enough in a couple days.
ate and amount of last rainfall event?
DATE: 12/10/18
,j. uates of last waste appncation event per Bela:
Last application was in October. Its been raining ever week since.
AMOUNT: 2.00 inches
4. 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 with and without extra lands owned.
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
rigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to -
meet proposea changes in application rates ana amounts; and any other information for consideration
No changes other than adding other lands owned by grower and using tankers to apply them.
-PoA (5 Day) 2/21/00