310035_Plan of Action_20190103

ao��000��
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: AWS310035
Facility Name: Waters 1-5 & M&M Rivenbark
Certified Operator Name:
Derek Brown
County: ' Duplin
Operator Number:
AWA19632
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 Lag_ oon-5
2627- 2748 3141.
N N N
21
2. Check all applicable items
Liquid level is Within the designed structural freeboard elevations of one or'inore 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: As Conditions Permit
I hereby certify that 1 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.
Murphy -Brown, LLC/Michael Norris Phone: [phone]
M Faciity O ner/ anager (print)
Date: 1/2/2019
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: 2627
line m =
lb PAN
2.
Structure ID: 2748
line m =
555.4 lb PAN
3.
Structure ID: 3141
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= 555.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPLIED DURING THIS 3n nAY PFQInn
o. tract #
p. field #
Q. crop
r. acres
s remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column rx s
u. application window'
1
Wheat
5.11
69.59
355.6
Sept -April
2
Wheat
1.99
75.45
150.1
Se t-A ril
31
Wheat
2.04
75.45
153.9
Sept -April
estate current crop enaing 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) = 659.7 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 555 4 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 659.7 lb. PAN
y. Overall PAN balance (w - x) _ -104 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.
NAKKA I IVt:
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): 2627
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker inches
b. designed 25 yr./24 hr. storm & structural freeboard 20.3 inches
c. line b - line a (inches in red zone) ,= 20.3 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 93000 ft2
e line c/12 x line d x 7.48 gallons/ft3 1175632 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 80685 ft3
h. current herd # 2873 certified herd # 2873
actual waste produced = current herd # x line g = 80685 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
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
�jft3
54250 ft3
168219 gallons
lbs/1000 gal.
0 lbs. PAN

A
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): 2748
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
21.0 inches
21.6 inches
0.6 inches
135512 ftz
50681 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 143901 ft3
h. current herd # 5124 certified herd # 5124
actual waste produced = current herd # x line g = 143901 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 11/16/2018
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
® ft3
79049 ft3
277944 gallons
1.69 Ibs/1000 gal.
555.4 Ibs. PAN

.k . _
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): I F 3 441
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/ft'
3. Projected volume of waste liquid produced during draw down period
0 inches
202 inches
20.2 inches
1125 44 ft2
1414399 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 44382 ft3
h. current herd # 4310 certified herd # 4310
actual waste produced = current herd # x line g = 44382 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
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
ft3
65657 ft3
137182 gallons
Olbs/1000 gal.
0 Ibs_ PAN