710084_Plan of Action_20180117

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
71-84
County: Pender
Facility Name: Stoneybrook Nursery
Certified Operator Name: Kenneth Brown 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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID:' 1 2
Spillway(Y or N): N N
Level(inches): 15 15
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.
XXX 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:
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.
Kenneth Brown Phone:
Facility Owner/Manager (print)
Kenneth Brown Date: 1/17/2018
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: Lagoon#1
line m =
208.3 lb PAN
2.
Structure ID: Lagoon#2
line m =
93.8, lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 302.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRIOn_ nn 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
906
AW#1
Small Grain Overseed
0.58
25.00
14.5
10/1-3/31
9061
AW#2
Small Grain Overseed
2.90
25.00
72.5
10/1-3/31
906
AW#3
Small Grain Overseed
2.62
25.00
65.5
10/1-3/31
906
AW#4
Small Grain Overseed
3.10
25.00
77.5
10/1-3/31
906
AW#5
Small Grain Overseed
4.47
25.00
111.8
10/1-3/31
906
13#1
Small Grain Overseed
4.70
25.00
117.5
10/1-3/31
906
P#2
Small Grain Overseed
3.14
25.00
78.5
10/1-3/31
906
P#3
Small Grain Overseed
2.73
25.00
68.3
10/1-3/31
-----------------
'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) = 606.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 302.1 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 606.0 lb. PAN
y. Overall PAN balance (w - x) _ -304 lb. PAN
PoA (30 Day) 2/21/00

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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. This farm has more
pumping fields if necessary. This POA was completed by Sam Edwards Environmental Specalist with NCDA/Soil
and Water on 1/17/2018.
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): La oon #1
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)
44676 ff
e. line c/12 x line d x 7.48 gallons/ft3
111392 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
46888 ft3.
h. current herd # 6400 certified herd #1 6400
actual waste produced = current herd # x line g =
46888 fe
certified herd #
i. volume of wash water according to structural design
Oft3
j. excess rainfall over evaporation according to design
27563 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f=
92816 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/24/2017 1 1. 021 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1= 208.3 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

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): ILagoon#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
15.0 inches
19.0 inches
4.0 inches
25996 fe
64817 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design- 23444 ft3
h. current herd # 3200 certified herd #1 3200
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 1 10/24/2017
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)
23444 ft3
0 ft3
16333 ft3
49589 gallons
0.82 Ibs/1000 gal.
93.8 lbs. PAN
PoA (30 Day) 2/21/00