310124_30 day POA_20180802

aoW oq2 d
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number 31-124 County. Ddplin
Facility Name: J&R Farm
Certified Operator Name Jason Cavenaugh Operator Number
AWA 18735
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: Lag 1 Lag 2
Spolway(Y or N). N N
Level(inches): 16 18
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. 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 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.
Jason Cavenaugh Phone, 910-289-7659
L �Facility Owner/Manager (pnnt)
D"� _ \ �� / Date: 8/2/2018
Facility Owne^r/Man ger (signature)
`C_ 0.5or\, CC,-)e-�4VL�

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124'
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID Lagoon 1 line m = 565.6 lb PAN
2. Structure ID: Lag 2 line m = 600 7 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 =
1166 3 lb PAN
111. 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
(Iblacre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. applicabon window'
1
Bermuda Combo
35.47
95.00
3369.7
March -Sept
2
Bermuda Combo
13.88
93.00
12908
March -Sept
sub3
Bermuda Combo
11.05
26200
2895.1
March -Sept
'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) = 7555 6 lb. PAN
IV. FACILITY S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1166.3 lb. PAN
PoA (30 Day) 221100

V
X. Crop's remaining PAN balance (line v from section III) = 7555.6 lb. PAN
y. Overall PAN balance (wi- x) _ -6389 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
onto e>asbng spray fields will continue as weather and field conditions permit Additional land Is
for pumping if needed Bermuda yeilds have been increased because producer will be cutting for hay.
PoA (30 Day) 2121/00

I
r
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
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
16 0 inches
19 5 inches
35 inches
67375 ft
146990 gallons
180 days
g volume of waste produced according to structural design 80705 ft3
h current herd # 2448 certified herd # 3672
actual waste produced = current herd # x line g = 53803 ft'
certified herd #
i volume of wash water according to structural design
I. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days1line f=
4 Total PAN to be land applied during draw down period
I. current waste analysis dated 6/18/2018
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) 2/21100
�ft3
39302 1 ft3
116071 gallons
2 15 Ibs/1000 gal
565.6 Ibs PAN

�i
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 Lag 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/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18 0 inches
19-01 inches
1.0 inches
96100 ft'
59902 gallons
180 days
g volume of waste produced according to structural design 121058 ft3
h current herd # 36-7-2-1 certified herd # 3672
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
I. excess rainfall over evaporation according to design
k (lines h + i +j) x 7.48 x 30 dayshine f=
4. Total PAN to be land applied during draw down period
I current waste analysis dated 6/18/2018
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) 2/21100
121058 ft'
Ofe
56058 ft3
220805 gallons
2 14 Ibs/1000 gal.
600.7 Ibs PAN