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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 31-683 County: Duplin
Facility Name. S GRADY 6-9
Certified Operator Name. Steve Grady Operator Number.
18050
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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon 6
Lagoon Name/ID: 6 6A
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.
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 Volume 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 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: 9/22/2018
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.
Steve Grady Phone: 919 658-5757
Facility Owner/Manager (print)
Date. 10117/2018
Facility Owner/Manager (signature)
r r
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: 6
line m =
360.0 lb PAN
2.
Structure ID: 6A
line m =
147.0 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 = 507.0lbPAN
Ill. 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
Qb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u appllcabon window'
1128
1
SMALL GRAIN OS
1251
50.00
625.5
SEP-MAR
1128
2
SMALL GRAIN OS
327
50.00
163.5
SEP-MAR
1128
3
SMALL GRAIN OS
13.79
50.00
689.5
SEP-MAR
1128
4
SMALL GRAIN OS
12.79
50.00
639.5
SEP-MAR
1128
5
SMALL GRAIN OS
5.33
50.00
266 5
SEP-MAR
1128
6
SMALL GRAIN OS
1.77
50.00
88.5
SEP-MAR
1128
7
SMALL GRAIN OS
7.67
50.00
383.5
SEP-MAR
1128
8
SMALL GRAIN OS
6.08
5000
304.0
SEP-MAR
1128
9
SMALL GRAIN OS
6.27
5000
313.5
SEP-MAR
1128
10
SMALL GRAIN OS
7.46
5000
373.0
SEP-MAR
1128
11
SMALL GRAIN OS
10.59
50.00
529.5
SEP-MAR
'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) = 4376.5 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 507.0 lb. PAN
PDA (30 Day) 2/21/00
x. Crop's remaining PAN balance (line v from section III) = 4376.5 lb. PAN
y. Overall PAN balance (w - x) _ -3870 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.
onto existing spray fields has begun and will continue as weather and field conditions permit.
PoA (30 Day) 2/21/00
Z.
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): 16
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yrJ24 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. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
—15--01 inches
19.5 Inches
4.5 inches
90000 ft2
252450 gallons
180 days
g. volume of waste produced according to structural design 121352 ft3
h. current herd # 3872 certified herd # 3672
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 9/26/2018
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)
121352 it'
Offs
56058 ft3
221171 gallons
0.76 Ibs/1000 gal.
360.0 Ibs. PAN
PoA (30 Day) 2/21/00
tN-
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 Namelidentifier (ID): 16A
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
15.0 inches
19.5 inches
4 5 Inches
37656 ftz
105625 gallons
180 days
g. volume of waste produced according to structural design 40353 ft3
h current herd # 1224 certified herd # 1224
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 9/26/2018
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)
40353 ft'
Oft,
24223 ft3
80505 gallons
0.79 Ibs/1000 gal.
147.0 lbs. PAN
PoA (30 Day) 2/21/00