670001_Plan of Action_20190928

6`7 - /
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 67-01
Facility Name: Onslow Farm
County: . Onslow
Certified Operator Name: Marshall Phillips Operator Number:
28714
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
Primary Secondary
24 19 25 19,
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 transferof 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 conditions permit
'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.
Marshall Phillips Phone: [phone]
)4F acility Owner/Manager (print)
</J . Date: 9/18/2018
Facility 6—wWe-r/Marker anature)

i
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: Primary - Lagoon 1 line m = lb PAN
2. Structure ID: Secondary - Lagoon 3 line m = 818.9 lb PAN
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN `
n.lines 1+2+3+4+5+g= 818.9lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPI IFn nI IRINr; THIS M nAV PIZRInn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
3197
P1-4,AW1
Bermuda
27.04
186.00
5029.4
March -Sept
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) = 5029.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 818.9 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section lll) = 5029.4 Ib. PAN
y. Overall PAN balance (w - x) = -4211 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 lagoori freeboard levels at the
receiving facility.
NARRATIVE:
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

a
z
w
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): Prima - Laloon 1
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/f:3
3. Projected volume of waste liquid produced during draw down period
24.0 inches
19.7 inches
-4 inches
177535 ftZ
-478066 gallons
f: temporary storage period according to structural design 149 days
g. volume of waste produced according to structural design Oft3
h. current herd # 0 certified herd #0
actual waste produced = current herd # x line g = ft3
certified herd #
i. volume of wash water according to structural design Oft,
j. excess rainfall over evaporation according to design Ilft3
k. (lines h + i + j) x 7.48 x 30 days/line f= gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8/21/201811 lbs/1000 gal.
m. ((lines e + k)/1000) x line I = 0 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

t
1
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): ISecondary - Lagoon 3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 25.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 34.8 inches
c. line b - line a (inches in red zone) = 9.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 100660 ftz
e. line c/12 x line d x 7.48. gallons/ft3 614898 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 149 days
g. volume of waste produced according to structural design F 262576 ft3
h. current herd # 1 11295 certified herd #1 11295
actual waste produced = current herd # x line g = 262576 ft'
certified herd #
i. volume of wash water according to structural design f ft3
j. excess rainfall over evaporation according to design �153007 ft3
k. (lines h + i + j) x 7.48 x . 30 days/line f= 625885 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8/21/2018 0.66 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 818.9 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