820691_POA_20190828

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-691 County: Sampson
Facility Name: Ronald Peterson & Sons 5-10
Certified Operator Name: Ronald Peterson Operator Number: 20266
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: 5-10
Spillway(Y or N): N
Level(inches): 16
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. Volume 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:
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.
Ronald Peterson
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone:
Date:

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID:
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
5-10
n. lines + 2 + 3 + 4 + 5 + 6 =
line m = 679.1 Ib PAN
line m = lb PAN
line m = Ib PAN
line m = lb PAN
Tine m = Ib PAN
line m= lb PAN
679.1 Ib PAN
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.
o. tract #
p. field #
q. crop
r. acres
`s. remaining IRR-
2 PAN balance
(Ib/acre)
I. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
6033
1
CB
1.38
249.31
344.0
MAR-SEP
6033
5
CB
3.64
130.40
474.7
MAR-SEP
6033
12
CB
4.63
197.50
914.4
MAR-SEP
6033
10
CB
4.74
191.40
907.2
MAR-SEP
6033
6
CB
3.42
158.10
540.7
MAR-SEP
v. Total PAN available for all fields (sum of column t) =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w - x) _
3181.1 Ib. PAN
679.1 Ib. PAN
3181.1 Ib. PAN
-2502 lb. PAN

30 DAY DRAW DOWN PERIOD
I, TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID):
5-10
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) =
top of dike surface area according to design
d. (area at below structural freeboard elevation)
e. line c112 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 #
4410
certified herd #
16.0
19.0
inches
inches
3.0 inches
139392
ft2
260663 gallons
180
145389
4410
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
m. ((lines e + k)/1000) x line I
8/20/2019
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
145389 ft3
0
81312
ft3
ft3
282621 gallons
1.25
679 lbs. PAN