310475_Plan of Action_20181220 (2)

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-475
Facility Name: Rufus E. Rouse
'County- Duplin
Certified Operator Nan Tempar) Rufus E. Rouse 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 Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
RR1 RR2
N n
12 12
2. Check all applicable items
elG
� �
v
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 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: 9/20/2018
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.
Rufus E. Rouse
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: 9/15/2018

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: RR1
line m =
367.6 lb PAN
2.
Structure ID: RR 2
line m =
178.0 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= 545.6 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. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
1758
H 1
bermuda hay
1.78
182.21
324.3
3/1-10/31
1758
H 10
bermuda hay
3.38
235.00
794.3
3/1-10/31
1758
H 2
bermuda hay
2.37
180.38
427.5
3/1-10/31
1758
H 3
bermuda hay
1.16
199.70
231.7
3/1-10/31
1758
H 4
bermuda hay
2.91
225.23
655.4
3/1-10/31
'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) = 2433.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 545.6 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 2433.2 lb. PAN
y. Overall PAN balance (w - x) _ -1888 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available. for pumping if needed.
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): RR1
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
12.0 inches
19.0 inches
7.0 inches
77040 ft2
336151 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 949481 ft3
h. current herd # 7­28-8-0-1 certified herd #1 2880
actual waste produced = current herd # x line g = 94948 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 10/19/2018
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)
PoA (30 Day) 2/21/00
0 ft3
44940 ft3
174394 gallons
0.72 Ibs/1000 gal.
367.6 Ibs. PAN

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): RR 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
6. current liquid level according to marker 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 74254 ft2
e. line c/12 x line d x 7.48 gallons/ft3 323995 gallons
k
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 80705 ft3
h. current herd # 1 24481 certified herd # 2448
actual waste produced = current herd # x line'g = 80705 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 10/19/2018
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)
PoA (30 Day) 2/21/00
0 ft3
45243 ft3
157015 gallons
0.37 1 Ibs/1000 gal.
178.0 Ibs, PAN