820316_POA_20200115

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):
82-316 #2
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
g. volume of waste produced according to structural design
h. current herd #
1240
certified herd #
18.0
19.0
inches
inches
1.0 inches
37896
ft2
23622 gallons
180
85000
1240
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 =
11/22/19
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
85000 ft3
0
38500
ft3
ft3
153963 gallons
2.26
Ibs/1000 gal.
401.3 Ibs. PAN
PoA (30 Day) 2/21/00

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;
2, Structure ID:
3, Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
82-316 #2
82-316 # 1
n. lines 1 +2+3+4+5+6=
Ilne m - 401.3 Ib PAN
llne m = Ib PAN
line m = 309,5 Ib PAN
line m = Ib PAN
line m= lb PAN
Ilne m T lb PAN
710.8 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD, DO NOT LIST FIELDS TO WHIC
o. tract #
p. field f/
q, crop
r. acres
$. remaining IRR-2
PAN balance
(Iblacre)
t, TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x $
u. applicalionw}ndow'
Naylor
P1
sg
4.64
50.00
232.0
10/1-3/31
Naylor
P2
sg
. 4,41
. 50.00
220.5
10/1-3131
Na for
P3
s
2.64
_
50,00
132.0
10/1-3/31
Naylor
P4rag
2,00
_ 60.00
100.0
10/1-3131
Naylor
P5
sg
2.46
50.00
123.0
10/1-3/31
Naylor
P6
sg
2,03
50,00
101.5
10/1-3/31
Naylor
P7
su
2.34
50.00
117.0
10/1-3/31
10/1-3/31
Naylor
P8
sg
3.71
50.00
186.5
Naylor
P9
sg
3.79
50.00
189,5
10/1-3/31
Naylor
P10
sg
1.96
50.00
98.0
10/1-3/31
State current crop ending application date or next crop appilcatlon beginning date for available
receiving crops during 3Q day draw down period.
v. Total PAN available for all fields (stem 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 Ill)
y. Overall PAN balance (w -4x) =
1499.0 lb, PAN
710.8 Ib. PAN
1499.0 lb, PAN
-758 lb. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-316 County: Sampson
Facility Name: Shannon Naylor/Naylor Farm
Certified Operator Name: Shannon Naylor Operator Number: 22403
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: ` 82-316 #1 82-316 #2
Splllway(Y or N): N N
Level(inches): 18 18
2. Check all applicable items
Liquid levells 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. Boiume and PAN content of waste
to be pumped and hauled Is reflected In section Ill 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 ln,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:
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.
Shannon Naylor
Facility Owner/Manager (print)
Shannon Naylor
Facility Owner/Manager (signature)
Phone: [phone]
Date: VI 7 i v

Line y must show as a deficit, If lino y does not show as a deficit, list course of action here including pump and haul,
depopulation, herd reduction, etc. Forpump & haul and herd reduction options, recalculate rtew 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.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit,
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):
82-316 #2
2. Current liquid volume in 26 yr,124 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 gallonslft3
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 #
1240
certified herd #
18.0
19.0
Inches
Inches
1.0 Inches
37896,
ft2
23622 gallons
180
85000
1240
actual waste produced y current herd # x One g
certified herd #
I, volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (fines h + I + j) x 7.48 x 30 days/line f=
4, Total PAN to be land applied during draw down period
days
ft3
85000 ft3
0
38500
ft3
ft3
153963 gallons
I. current waste analysis dated 11/22/191 2.261Ibsl1000 gal.
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)
401.3 Ibs, PAN
PoA (30 Day) 2/21 /00