710001_30 day poa_20210217

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: AWS710001 County: Pender
Facility Name: Maple Hill Sow Farm
Certified Operator Name: Joseph Jones Operator Number: 1002843
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.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 27451 27452 2746
Spillway(Y or N): N N N
Level(i nches): 12 12 11
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.
X 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. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro 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: As Weather Permits
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.
Mur h -Bro ILL
Mic
a Ibrris
Phone: [phone]
Y ity
ne /
ger (print)
e L
Date: 2/9/2021
Facility Owner/Manager (signature)

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: 27451
line m = 4516.0 lb PAN
2.
Structure ID: 27452
line m = 2312.4 lb PAN
3.
Structure ID: 2746
line m = 116.8 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 = 6945.2lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIEt_nS TO WHICH PAN CANNOT FIF APPI IFn Ill IRING THIS 'In nAV PFRInn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
I. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u+ application window'
T2263
P4
Wheat
26.10
76.44
1995.1
Sept -April
T2263
P6
Wheat
36.22
72.11
2611.8
Sept-Alpril
T2263
P7
Wheat
18.70
102.17
1910.6
Sept -April
sub P4
Wheat
26.90
82.86
2228.9
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) = 8746.4 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 6945.2 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 8746.4 lb. PAN
y. Overall PAN balance (w - x) _ -1801 Ib. 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 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
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

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): 127451
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
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
12.0 inches
20.3 inches
8.3 inches
292681 ftz
1510585 gallons
180 days
g. volume of waste produced according to structural design 407105 ft3
h. current herd # 3850 certified herd # 3850
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 1/15/2021
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)
407105 W
268676 ft3
170731 ft3
1055318 gallons
1.76 Ibs/1000 gal.
4516.0 Ibs. PAN
PoA (30 Day) 2/21/00

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): 127452
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
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/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
12.0 inches
20.3 inches
8.3 inches
235225 ft2
1214043 gallons
180 days
g. volume of waste produced according to structural design 293961 ft'
h. current herd # 2780 certified herd # 2780
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 1/15/2021
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)
293961 ft'
194005 ft3
137215 ft3
779392 gallons
1.16 Ibs/1000 gal.
2312.4 Ibs. PAN
PoA (30 Day) 2/21/00

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): 1 2746
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
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
I. temporary storage period according to structural design
11.0 inches
20.3 inches
9.3 inches
197401 ft2
1141873 gallons
105 days
g. volume of waste produced according to structural design 408955 ft3
h. current herd # 6630 certified herd # 6630
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 1 1/15/2021
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)
408955 ft'
0 ft3
423120 ft3
1778263 gallons
0.04 Ibs/1000 gal.
116.8 Ibs. PAN
PoA (30 Day) 2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: 27451
2.
structure ID: 27452
3.
structure ID: 2746
4.
structure ID:
5.
structure ID:
6.
structure ID:
n.lines 1+2+3+4+5+6=
o. linen
127154 =
line I =
175886 gallons
line I =
129899 gallons
line I =
419424 gallons
line I =
gallons
line I =
gallons
line I =
gallons
725209 gallons
26.71 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD'''
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
'Fields 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)
sub P6
Wheat
11.56
80.89
Sub P7
Wheat
15.29
102.17
9
Wheat
5.89
82.31
10
Wheat
5.98
82.31
11
Wheat
5.51
82.31
12
Wheat
2.92
82.31
13
Wheat
5.11
100.76
14
Wheat
4.72
100.76
15
Wheat
5.22
100.76
sub 11B
Wheat
13.86
82.45
sub 43-451
Cover
40.46
13.74
Sub 13-15
Wheat
8.60
100.76
x. total acres available during 5 day draw down (sum of column t) = 125.12 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA y Da 2/ line o 0.21 inches per acre to be applied within 5 days
l5 y)

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,
Plan
1. Describe moisture conditions of fields? (e.g. Is there water standing in field, does irrigation
equipment mar down in field "trafficabilit " across soils will soils absorb application without runoff, etc.
2. Date and amount of last rainfall event?
DATE: AMOUNT: 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?
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event, changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc, to
meet proposed chan es in application rates and amounts and any other information for consideration.
PoA (5 Day) 2/21/00

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
1. Structure Name/Identifier (ID): 1 27451
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/ft'
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
h. current herd # 3850 certified herd # 3850
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 =
12.0 inches
12.0 inches
inches
292681 ftZ
gallons
180 days
407105 ft'
407105 ft'
268676 ft'
170731 ft3
175886 gallons
175886 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

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
1. Structure Name/Identifier (ID): 1 27452
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
g. volume of waste produced according to structural design
h. current herd # 2780 certified herd # 2780
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 In + 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 =
12.0 inches
12.0 inches
inches
235225 ftZ
gallons
180 days
293961 ft3
293961 ft3
194005 ft3
137215 ft3
129899 gallons
129899 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

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
1. Structure Name/ldentifier(ID): 1 2746
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/ft'
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
h. current herd # 6630 certified herd # 6630
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 =
11.0 inches
12.0 inches
1.0 inches
197401 ftZ
123047 gallons
105 days
408955 ft3
408955 ft'
Oft3
423120 ft3
296377 gallons
419424 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