310124_30 day POA_20180613

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 31-124
County. Duplin
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 NameAD: Lag 1 Lag 2
Splilway(Y or N): N N
Level (Inches): 17 18.5
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 Acbon 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:
Facility Owner/Manager (print)
Date:
Facility Owner/Manag r (signature)
0 O�v 2 t-'
1—r- '�a-S-'�n
910-289-7659
3ffiPe16 (-0 - 13 - I Y

If. 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: Lagoon 1 line m = 506.2 lb PAN
2 Structure ID Lag 2 line In = 574.2 lb PAN
3 Structure ID:
4 Structure ID.
5. Structure ID-
6 Structure ID.
line m = lb PAN
line m = lb PAN
line m = lb PAN
line In = lb PAN
n.lines 1+2+3+4+5+6= 1080.6lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT I ICT RIFT nc Tn Wulru DAM rw.uinr Mr A�1..1.............
O. tract #
p. held #
q. crop
r. acres
2 PAN balanceALANCE
s remaining IRTolumn
(Ib/acre)
TOTAL PAN
FOR
IELD (lbs.)
r x s
u application wndow'
1
Bermuda Combo
35.47
10800
3830.8
March -Sept
2
Bermuda Combo
13.88
16900
2345.7
March -Sept
sub3
Bermuda Combo
1105
26200
2895.1
March -Sept
........— � �.- — vp m wu 1s aPNucauuu udw w num crop appucauen Deg Inning date for available
receiving crops during 30 day draw down penod.
v. Total PAN available for all fields (sum of column t) = 9071.6 lb. PAN
W. FACILITY S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1080.5 lb. PAN
PoA (30 Day) 2121/00

x. Crop's remaining PAN balance (line v from section'III) = 9071.E lb. PAN
y. Overall PAN balance (w - x) _ -7991 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. Bermuda yeilds have been increased because producer will be cutting for hay.
PoA (30 Day) 2/21100

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/ldentifier (ID) Lagoon 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 124 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
17 0 inches
19.5 inches
2.5 inches
67375 It,
104993 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 =
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 3l15/2018
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
53803 ft'
0fe
39302.1 ft3
116071 gallons
2 29 Ibs/1000 gal.
506.2 lbs. 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 NamelldenCrfler (ID)- 11-ag 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
18.5 inches
19.0 inches
0 5 inches
98100 ftZ
29951 gallons
180 days
g. volume of waste produced according to structural design 121 D58 ft3
h. current herd # 3672 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 daystline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 3/15/2018
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
121058 ft3
�J ft3
56058 ft'
220805 gallons
2.29 Ibs/1000 gal.
674.2 Ibs. PAN