310238_Plan of Action_20181019

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-238
Facility Name: Keith Pate Farm
Certified Operator Name: Keith Pate
County: Duplin
Operator Number: 998374
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: 1
Spillway(Y or N): N
Level(inches): 15
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. Volume and PAN content of waste
to be pumped and hauled is reflected in section Ill 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:
1 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
on, J� Phone: - ! l U JO 5- SI 23
F.a ity O n r/ anager (print)
Date:
Facility Owner/Manager (signature)

J
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 1
line m =
674.0 lb PAN
2. Structure ID:
line m =
—lb PAN
3. Structure ID:
line m =
ib PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. linesi +2+3+4+5+6= 674.0 Ib PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIFI r1S Tn W14ir`H DAM PAlJMnr or- Anni lon ni inui�
O. tract #
p. field #
q. crop
r. acres
Is. remaining IRR
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
1294
1294
1
2
CB/Graze
CB/Graze
1.53
2.15
145.00
167.00
221.9
359.1
MAR-SEP
MAR-SEP
1294
3
CB/Graze
3.49
155.00
541.0
1294
4
CB/Graze
1.83
137.00
250.7
-.�................,.. w. uu a—luo tauui Vl VVIu11111 y =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II)
x. Crop's remaining PAN balance (line v from section III)
y. Overall PAN balance (w - x) =
13!L.ti ID. PAN
674.0 lb. PAN
1372.6 lb. PAN
-699 lb. PAN

R
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND -APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches '
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
top of dike surface area according to design ,
d. (area at below structural freeboard elevation) 75000 ft2
e, line c/12 x line d x 7.48 gallons/ft3 187000 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 96926 ft3
h. current herd # 2940 certified herd # 2940
actual waste produced = current herd # x line g = 96926 ft3
certified herd #
i. volume of wash water according to structural design J ft3
j. excess rainfall over evaporation according to design 43750 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 175376 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 5/31/2018
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),
1.86
674 lbs. PAN