310048_Plan of Action_20180920

31-48
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PLAN. OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-48 County: Duplin
Facility Name: Stockinghead Creek
Certified Operator Name: Bret Brown Operator Number: AWA 100151.2
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: 1 2 3 4 5
Spillway(Y or N):
Level(inches): 14 14 14 15 18
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 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: 9/20/2019
I hereby certify that 11have 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.
Derek Brown
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: _ 9/20/2018

4.
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:
Stockinghead #1
line M =
875.9 lb PAN
2.
Structure ID:
Stockinghead #2
line m =
888.4 lb PAN
3
Structure ID:
Stockinghead #3
line m =
778.2 lb PAN
4.
Structure ID:
Stockinghead #4
line m =
3028.6 lb PAN
5.
Structure ID:
"Stockinghead #5
,
line m =
929.5 lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 6600.6lbPAN
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 IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1398
1A-813
Grazed Bermuda
38.07
1649.82
62808.6
10/20/2018
1398
9B
Grazed Fescue
4.92
150.00
738.0
7/31/2019
1398
11-15
Grazed Bermuda
23.35
1166.07
27227.7
10/20/2018
3286
23-25B
Grazed Bermuda
22.17
1218.75
27019.7
10/20/2018
3286
26-30
Soybeans
21.52
640.00
13772.8
9/15/2018
3286
1-1-1-5
Soybeans
103.83
495.29
51426.0
9/15/2018
3286
P1
Grazed Bermuda
99.61
22.25
2216.3
10/20/2018
1398
P2
Grazed Bermuda
29.97
80.03
2398.5
10/20/2018
1397
P3
Grazed Fescue
30.07
51.42
1546.2
7/31/2019
'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) = 189153.9 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 6500.6 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 189153.9 lb. PAN
y. Overall PAN balance (w - x) _. 182.653 lb. 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 lagoon freeboard levels at the
receiving facility.
We will begin pumping as soon as field conditions permit. We took on roughly 25+ inches of rain during Florence. All
lagoons were in good shape leading up to the storm. We notified the inspector on 9-17-18.
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): Stockinghead #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 72000 ft2 _
e. line c/12 x line d x 7.48 gallons/ft3 224400 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 94947 ft3
h. current herd # 3100 certified herd # 3381
actual waste produced = current herd # x line g = 87056 ft'
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 7/4/2018
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)
A
0 ft3
45208 ft3
164889 gallons
2.25 Ibs/1000 gal.
875.9 Ibs. 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): Stockinghead #2
2.. Current liquid volume in 25 yr./24-hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 72956 ft2
e. line c/12 x line d x 7.48 gallons/ft3 227380 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 94947 ft3
h. current herd # 3200 certified herd #1 3381
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 drawdown period
I. current waste analysis dated 7/4/20,18
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)
89864 ft3
0 ft3
44479 ft3
167481 gallons
2.25 Ibs/1000 gal.
888.4 Ibs. PAN
l
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): Stockinghead #3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural, freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) I 71476 fC
e. line c/12 x line d x 7.48 gallons/ft3 222767 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 78912 ft3
h. current herd # 4200 certified herd #1 3756
actual waste produced =. current herd # x line g = 88240 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
r _
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 7/4/2018
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)
0 fti
43633 1ft3
164402 gallons
2.01 Ibs/1000 gal.
778.2 Ibs. 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): Stockinghead #4
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 300304 ft2
e. line c/12 x line d x 7.48 gallons/ft3 748758 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 415247 ft3
h. current herd # 15200 certified herd #1 14786
actual waste produced = current herd # x line g = 426874 ft3
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 7/4/2018
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)
Oft3
175177 ft3
750557 gallons
2.02 Ibs/1000 gal.
3028.6 Ibs. PAN
PoA (30 Day) 2/21/00

t' 0
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): Stockinghead #5
I
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165204 ftz
e. 'line c/12 x line d x 7.48 gallons/ft3 102977 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 254945 ft3
h. current herd # 7900 certified herd #1 9078
actual waste produced = current herd # x line g = 221862 ft'
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 1 7/4/2018
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)
0 ft3
96369 ft3
396728 gallons
1.86• Ibs/1000 gal.
929.5 Ibs. PAN
PoA (30 Day) 2/21 /00