820445_30 Day POA_20210105

PLAN
OF ACTION(Poa)
FOR HIGH
FREEBOARD AT ANIMAL
FACILITIES
Facility
Number: 97524
and 97523
County:
Sampson
Facility Name:
Norshan
Farms
Certified Operator
Name:
Shannon Naylor
Operator Number:
1. Current liquid levels) 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 #2
82=445 SOW
82-316 #1
Spillway(Y or N):
N
N
N
Level (inches):
15
14
17
2. Check all applicable items
22403
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
nformation. 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:
1 /5l20
1 hereby
certify that 1 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 Phone: [phone]
Facility Owner/Manager (print)
Shannon Naylor Date: #ff########
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:
82-316 #2
line
m =
392.6
lb
PAN
2.
Structure ID:
82-445 SOW
line
m =
413.6
lb
PAN
3,
Structure ID:
82-316 #1
line
m =
213.9
lb
PAN
4.
Structure ID:
line
m =
lb
PAN
5,
Structure ID:
line
m =
lb
PAN
6,
Structure ID:
line
m =
lb
PAN
n.lines1+2+3+4+5+6= 1020.1 IbPAN
III. 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 RR-2
PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application windolb
82-445
SOW
PI -Sow
Small Grain
4.21
25.00
105.3
Sep --March
82-445
SOW
P2-Sow
Small Grain
2.15
25.00
53.8
Sep --March
82-445 SOW
P3-Sow
Small
Grain
2.00
25.00
50.0
Sep --March
82-445 SOW
P4-Sow
Small
Grain
3.92
25.00
98.0
Sep --March
82-445 SOW
P5-Sow
Small
Grain
4.021
25.00
100.5
Sep -March
82-445
SOW
P6-Sow
Small Grain
4.38
25.00
109.5
Sep -March
82-445
SOW
P7-Sow
Small
Grain
4.90
25.00
122.5
Sep --March
82-445
SOW
P8-Sow
Small
Grain
4.90
25.00
122.5
Sep --March
82-445 SOW
P9-Sow
Small
Grain
3.81
25.00
95.3
Sep --March
82-445
SOW
P10-Sow
Small
Grain
3.38
50.00
169.0
Sep --March
82-445 SOW
P12-Sow
Small
Grain
1.59
50.00
79.5
Sep --March
82-445
SOW
P11-Sow
Small Grain
0.93
50.00
46.5
Sep --March
82-316
P1
Small
Grain
4.64
20.00
92.8
Sep --March
82-316
P2-
small Grain
4.41
20.00
88.2
Sep --March
82-316
P3-
small
Grain
2.64
15.00
39.6
Sep --March
82-316
P4--
Small
Grain
2.00
30.00
60.0
Sep --March
82-316
P5--
Small
Grain
2.46
10.00
24.6
Sep --March
'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) =
1457.5
lb.
PAN
IV. FACILITY'S
PDA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section 11) =
1020A
lb.
PAN
x.
Crop's remaining PAN balance (line v from section 111) =
1457.5
Ib.
PAN
y.
Overall PAN balance (w - x) _
437
lb.
PAN
PoA (30 Day) 2/21/00

Line y must show as a deficit. If line y does not show as ad eficit, list course of action herein cluding pump and haul,
depopulation, herd red ucbon, 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 forlowering lagoon level, add thesefields 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
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 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/ft 3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
15.0 inches
19.0 inches
4.0 inches
37896 ft2
94487 gallons
180 days
g. volume of waste produced according to structural design 85000 ft3
h. current herd # 1220 certified herd # 1220
actual waste produced = current herd # x line g =
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 10/20/20
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)
3
Oft3
38500 ft3
153963 gallons
1.58 Ibs/1000 gal.
392.6 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
82-445 SOW
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
aI current liquid level according to marker
b. designed 25 yr.l24 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/ft 3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
14.0 inches
19.0 inches
5.0 inches
97960 ft2
305309 gallons
180 days
g. volume of waste produced according to structural design 85264 ft3
h. current herd # 1350 certified herd # 1350
actual waste produced = current herd # x line g =
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 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/1/20
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)
3
ft3
38500 It
154292 gallons
0.90 Ibs/1000 gal.
413.E lbs. 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):
82-316 #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 23887 ft 2
e. line c/12 x line d x 7.48 gallons/ft 3 29779 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 8500 ft3
h. current herd # 1220 certified herd # 1220
actual waste produced = current herd # x line g =
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 10/20/20
m. ((lines e + k)l1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
3
0 ft3
38500 ft3
58593 gallons
2.42 Ibs/1000 gal.
213.9 lbs. PAN
PoA (30 Day) 2/21/00