090139_POa for high freeboard_20240815

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 1 9 /39 County. Nghn
Facility Name: D&mEa* raYrA5 4 PC, PLC
Certified operator Name: Na#Vn l%wam ()peretora# 1010319a
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure a
Lagoon Namefldemf5er(ID): i
Spillway (Yes or No): "
Level (Inches): 8
2. Check all applicable items
Liquid level is within the designed structural feaboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or morewructures. A 30 day
Plan of Action is alllched. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN oordw of waste to .
pumped and hauled Is reflected in section III tables. Induded'within this plan is a list of the
proposed sites with related facility number(,), number acres and receiving crop Information.
Contact and secure approval from the Division of Water Quality offer to transfer of waste
to a she not covered In thefacllfgr's cartitied animal waste management plan.
_ 6peration will ba partfatiy or fugy depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide faculty number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: St 15!'ay
I. hefaby cartl(y.that t have reviewed the information Ibtad above and Included within the attached Plan
of Aellon, and to the beat of my knowledge and ability, the IMorM4Wn Is accurate and aorreet
qio- "- 8480 •s
Phone: 910-87¢-1137 N
Facility OwnerlManager IF
LkNN- ? �) � -� Data:
s'►s�a4
F mty ownedmana (sl re)
PoAcoverpage ?MM

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: 9-139
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1+2+3+4+5+6=
line m = 71.8 lb PAN
line In = lb PAN
line In = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
71.8 lb PAN
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. remalning IRR-2
PAN balance
(Ib/wre)
It. TOTAL PAN
BALANCEFOR
FIELD(Ibs.)
Column rxs
u. appllcfiw
5230
1A
Millet
3.16
281.00
888.0
A rSe t
5230
1 B
Millet
3.60
281.00
1011.6
Apr -Sept
5230
1 C
Millet
3.23
182.00
587.9
Apr -Sept
only used
fields to make neg balance"
'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) = 2487A lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section II) =
71.8 lb. PAN
x.
Crop's remaining PAN balance (line v from section III) =
2487.4 lb. PAN
y.
Overall PAN balance (w - x) =
2416 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. Forpump & 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 anotherpennittedfacility, provide information regarding the herd population and lagoonfreeboard
levels at the receiving facility.
NARRATIVE:
Will pump immediately.
PoA (30 Day) 2121 /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):
9-139
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 62016 ft�
e. line c/12 x line d x 7.48 gallons/ft3 425223 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 79278 ft3
h. current herd # 0 certified herd #0
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 In + 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 6/28/24
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)
ft3
Offs
42656 ft3
53178 gallons
0.15 Ibs/1000 gal.
71.8 lbs. PAN
PoA (30 Day) 2121 /00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID:
2.
structure ID:
3.
structure ID:
4.
structure ID:
5.
structure ID:
6.
structure ID:
n.lines 1+2+3+4+5+6=
o. line n
127154 =
line I = 44898 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
44898 gallons
1.65 acre -inches
III. TOTALACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' 2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
?Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2PAN
balance
(Iblacre)
v. maximum
application rate
(infhr)
W. maximum
applicagmamount
(inches)
5230
1A
GbA
Millet
3.16
281.00
0.5
1
5230
1 B
GbA
Millet
3.60
281.00
0.5
1
5320
1 G
GbA
Millet
3.23
281.00
0.5
1
x. total acres available during 5 day draw down (sum of column t) =
9.99 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00
Y. line o = 0.17 inches per acre to be applied within 5 days
line x

If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
E
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
are still wet. Will pump on dryer fields
2. Date and amount of last rainfall event?
DATE: 08/11 /24
AMOUNT: —1-2 inches
. �Ivvil w1ju lull, �Ulj allu Wodulul conmuons, is irrigation equipment capable o1 applvino the volume in
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
yes assuming fields dry out and we don't get more rain.
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
er irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
neet proposed changes in application rates and amounts and any other information for consideration _
flan to pump Friday and this weekend as conditions allow.
PoA (5 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID): 9-139
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed structural freeboard zone
c. line b - line a (inches within structural freeboard) =
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
12.0 inches
4.0 inches
62016 ft2
154627 gallons
180 days
g. volume of waste produced according to structural design 79278 ft3
h. current herd # L—J certified herd #�
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash wateraccording to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
ft3
ft3
42656 ft3
8863 gallons
163490 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21 /00