710002_5 day poa_20201209

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71.2
Facility Name: Humphrey Hog Farm
Certified Operator Name
County: Pender
Gina Marasco Operator Number
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 Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
N
6
2. Check all applicable items
XXX 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.
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
snformation. 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 for 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:
12/10/2020
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.
lK�f ( Sri Phone
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)

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): Lagoon #1
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
6.0 inches
19.8 inches
13.8 inches
201,601 Ift2
1734172 gallons
f. temporary storage period according to structural design I180 days
g. volume of waste produced according to structural design 1 495,720 ft'
h. current herd # certified herd # 0
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 =
ft'
0 ft'
650q ft'
12891 gallons
1747062 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)

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE
STRUCTURES FOR FACILITY
1.
structure ID: 71-2
line I = 1747062 gallons
2.
structure ID:
line I = gallons
3.
structure ID:
line I = gallons
4.
structure ID:
line I = gallons
S.
structure ID:
line I = gallons
6.
structure ID:
line I = gallons
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
1747062 gallons
64.34 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
'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.
maximu
m
applicat
ion
amount
(inches
1387
P1-3 (AW)
Ra
Fes
6.89
146.00
0.5
1
P3-4 (AW)
GoA
Small Grain
7.21
50.00
0.5
1
P8-11(AW)
GoA
Fes
22.99
182.00
0.5
1
P4
"
5.76
182.00
0.5
1
P5
"
3.87
182.00
0.5
1
P6
"
3.50
182.00
0.5
1
1&2
NoA
Small Grain
8.53
50.00
0.5
1
3
GoA
Small Grain
10.84
50.00
0.5
1
6789
P13,12AW
GoA
Fes
4.54
182.00
0.5
1
7P14-17(AW)
GoA
Fes
15.20
182.00
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 89.33 acres

IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.72 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,
recaicuiate new nvdraunc load based on new information.
No animals on the farm. May need to pump/haul to approved off site fields in order to remove
the head pressure on the lagoon dike walls.
Tian to Tana apply nyaraunc ioad:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils; will soils absorb application without run
Fields are very wet in low areas of the fields.
2. Date and amount of last rainfall event?
DATE: 1 12/05/20 AMOUNT: 0.50 inches
3. Dates of last waste application event per field:
9/20/20
ff, etc.)
4. uiven 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 using aerway & reel and traveling gun
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 changes in application rates and amounts; and any other information for consideration.
Gun tips should be adjusted so the traveling gun can move fast without leaving ponding in the
fields.
Aerway speedway should be increased to move across as much acres as possible but
controlling any runoff.

The table sho\\n below provides a swnmar\ of the crops or rotations included in this plan for each Geld Realistic Yield
estimates are also pro\ ided for each crop in the plan. In addition- the Leaching Index for each Geld is sho\\n- where
mailable.
Planned Crops Summary
Total
11"Scahle
Leaching
Tract
Field
Acres
Acrus
hides (LI)
Soil Series
Crop Sequence RYE
1387
t
3.82
3.23
=
Norfolk
Small Grain Overseed
I.0
tone
6.5 Tons
H)•brid Hennudagrass Pasture
1387
2
4.71
4.02
N,A
Norfolk
Small Grain Ocersced
LO Pons
lh•brid 13enuldagram Pasture
6.5 •rolls
1387
3
10.84
10.20
N,A
Goldsboro
Small Grain Oversced
1.(1Tolls
I ybrid Hemnldagrass Pasture
6.5 Tons
1387
4-1`1
166
3.66
N:.N,
Rains
fescue Pasture
4.5 Tons
1387
4-P2
L76
1.76
N/A
Rains
fcsrue Yasune
4.5 'tons
1387
4-112.1 A\\'
1.47
1.47
N-A
Rains
Fescuo Pasture
4.5 'Pons
1387
4-P3
4.51
4.51
N!A
Goldsboro
small Grain Occrseed
1.0 Tons
IN -brill I3ennldagrass Pasture
6.5 Tons
1387
4-1`4
1.23
1.23
N;A
Goldsboro
Slllall Grain Overseed
I.0 Tons
lirbrid 13ennudagrass Pasture
6.5 "Pons
1387
4-P4,3A\V
1.47
1.47
N-,A
Goldsboru
Small Grain Oversecd
1.0 "lblu
Hybrid 13cnnul:tgrass Pasture
6.5 'funs
1387
5-P5
2.20
2.20
N A
Norlblk
small Grain Ovemeed
"rolls
LO
Hybrid Hennudagrass Pasture
6.5 Tons
1187
5-P6
2.93
2.93
N A
Notfolk
Small Grain Ovemeed
1.0 'runs
1{ybrid
Bennudagrass Pasture
6.5 Tons
1387
5-117
1.74
1.74
VA
Norfolk
Small Grain Oaersccd
I.0
Tons
H\hrid Hcnuudagrass Pasture
6.5 Tons
1.0 Tons
1387 5-P7,6.5A\\
2.64
264
N: A
Norfolk Small
Grain Ol ersxil
Hybrid
Hcrnludagrtss Pasture
6.5 Tons
6789
6-I'l0A
2.07
2.07
N?':1 Goldsboro
Fescue
I -la\
4.0 Tons
G7R9
G-PlUl3
3.15
3.t5
N"-A Goldsboro
Fescueilac
4.0 Ton:
6789
6-P11
5.43
5.43
MA Goldsboro
Fescue
Hav
77
4.()'I'ons
6789
6789 6-P8-1
6-P8
IA\\'
2.31
4.64
2.31
4.64
N `A Goldslxlro
N A Goldsboro
Fescue
Fescue
Ha)
Ilan
4.0 Tolls
4.0 ' olts
6789
6-1'9A
2.70
2.70
N'A Goldsboro
Fescue
I[av
4.0 Tons
6789
6739
6-1198
7-P12
rnn
2.69
6.54
2.69
6.54
NIA GoldsboroMMM�
N.:\ Goldsboro
Fescue
FescucILIN.
Ile\
4.0 'Potts
4.0 Tons
r rn
12972$ D,uabase Version 3.1 Date Printed 1 10 2013
NOTE: S\ mbol * means user entered data
Ile% 11:1gc I of 2

Planned Crops Summar)
Total
Useable
1,eachine
Tract
Ficld
Acres
Acres
Index (LI)
Soil Series
Crop SequenceF
RYE
6789
7-P13
2.43
2.43
N;A
Goldsbmmw�oro
Fescue Hay
4.0 'fonts
6789
7-1113.12AII
2.1 I
2.11
WA
Goldsboro
Fescuo Hav
•
4.0 Tons
6789
7-P14
1.38
1.38
N/A
Goldsboro
Pesoue Hai
4.0 'Pons
6789
7-1115
3.17
3.17
N';A
Goldsboro
Fescue 1[ay
4.0
6789
7-P16
2.64
2.64
\ A
Goldsboro
rescue Hat
4.0 Tons
6789
P16-14.a\
1.78
1.78
V.A
Cioldshoro
FescuaHay
6789 1 7-P171\\' G.23 G.23 \ .-\
Goldsboro
Fescue Hav
4.0 Tons
PLAN TC)TAT.C• 92.25 90.33
4A Tons
1•1 I Potential Leachiltsy Technical C
s 2 Low liotential to contribute to soluble Nonc
uttrient leaching bclo\\ the root zone.
=2 alenrte potential tocontributc to Nutrient Maiiasement j590) should he planned.
•= ll) soluble nutrient leaching beloee the
root zone,
igh potential to contribute to soluble Nutrimt Manirlcurenl (590) should be planned. Otherconst_7-'anion practices that
nutrient leaching below the root toile. impro,e the soils available water holding capacity and unptove nutrient use ell'icie I
10 CN
should be c nsidered. Fvuilples are Cover Crops (3�40) to soave age nutrients.
Sod-13asW Rotations (328)• Long -Terri No -'fill (778), and edge -of -field practices such
as Filter Strips (303 ) raid Riparian Forest Buffers (391).
129729 Database Version 3.1
NOTE: S}nrbol * means user entered data
Tate Printed 1 10 2013
PCS Pagc 2 of 2

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