710001_30 day poa_20210209

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: AWS710001 County: Tender
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(inches): 17 18.5 19.5
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 -Br X n, L C/M' hae,Norris Phone: [phone]
ciiity, w /ft ager (priPt)
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 = 2910.5 lb PAN
2.
Structure ID: 27452
line m = 1206.8 lb PAN
3.
Structure ID: 2746
line m = 75.0 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 = 4192.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHlrH PAN rANNOT RP APPI iFn ni rDnaa Twc an nnv Doninn
o. tract #
p. field #
q. crop
r. acres
S. remaining IRR
2 PAN balance
(Ib/acre)
t. 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 -April
T2263
P7
Wheat
18.70
102.17
1910.6
Sept -April
OWUi current crop eneing application Gate 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) = 6517.5 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 4192.4 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 6517.5 lb. PAN
y. Overall PAN balance (w - x) _ -2325 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
receiving facility.
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
I. temporary storage period according to structural design
17.0 inches
20.3 inches
3.3 inches
292681 ftz
598396 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 ft'
268676 ft3
170731 ft3
1055318 gallons
1.76 Ibs/1000 gal.
2910.5 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/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.5 inches
20.3 inches
1.8 inches
235225 Jft2
260990 gallons
180 days
g. volume of waste produced according to structural design 293961 ft3
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'
1940051 ft3
137215 ft3
779392 gallons
1.16 Ibs/1000 gal.
1206.8 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 19.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard F 20.3 inches
c. line b - line a (inches in red zone) = 0.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 197401 ft2
e. line c/12 x line d x 7.48 gallons/W 95976 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 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 = 408955 W
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)
Oft3
423120 ft3
1778263 gallons
0.04 Ibs/1000 gal.
75.0 Ibs. PAN
PoA (30 Day) 2/21/00