820242_Plan of Action (POA)_20180917

PLAN OF ACTION (PoA) FOR HIGH,FREEBOARD AT ANIMAL FACILITIES
Facility Number: S 2- - Z.*2- County: 5Gq IA P.50t'1
.•acility Name: 0 e.e.rct��� t �uc.k`e c rcj C1',1\ Fhle POI►? S
Certified Operator Name: S tf9Tleti Operator#
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
lio�►;IP .rrl Five
Lagoon Name/Identifier(ID): Over ielg 1I Pc,)Kk5
Spillway (Yes or No): hL o go g O
Level (inches): 2 a .
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.
V 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
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval.from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
-attach a complete schedule with corresponding animal units and dates for 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: q- 2.1-- 1
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.
1 ` • StArReq lgrA51. Phone: (A 5- 6622
Facility Owner/Manager(print)
C - ?J t u Date: °I- 11- 18
Fadilityy Owner/Manager(signature)
PoA Cover Page 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES •
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): t eerc-`
2. Current liquid volume in 25 yr.24 hr. storm storage & structural freeboard
a. current liquid level according to marker 2_ inches
b. designed 25 yr./24 hr. storm & structural freeboard 20 pc% inches
c. line b - line a (inches in red zone) = 18.`\ inches
d_ top of dike surface area according to design 24,000 ft2
(area at below structural freeboard elevation)
e. line c x line d x 7.48gallons '= ,2S 2. 7144 gallons
12 ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 80 days
g_ volume of waste produced according to structural design 19 04-S ft3
h. actual waste produced = current herd # .x line g = 19 04B ft3
e Z600 Oqs. certified herd # I
i. volume of wash water according to structural design 0 r ft3
j. excess rainfall over evaporation according to design _ 1 boo ft3
k. (lines h +.i +j).x 7.48 x 30 days = 41 2.60 gallons
- line f
cai8 7C'-1.46 71/4.3o/ie.o
4. Total PAN to be land applied during draw down period
6-7- is
I. current waste analysis dated alb (.b'* lb/1000 gal.
m. (lines e + k) x line I = 5 1 lb PAN
1000
?EPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
it. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND.APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): H uckteberr \ . 1k
2.` Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a current liquid level according to marker 1 inches
b. designed 25 yr./24 hr. storm & structural freeboard 20.c1 inches
c. line b - line a (inches in red zone) = �.ck inches
d. top of dike surface area according to design 24 000 ft2
(area at below structural freeboard elevation)
e. line c x line d x 7.48 gallons = 2.511 '10 4. gallons
12 ft3 •
2.4,oce, yl-PAS
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural.design I SO days
g_ volume of waste produced according to structural design .-19 j 646 ft3
h. actual waste produced = current herd # x line g = 19)O 48 ft3
certified herd #
i. volume of wash water according to structural design d . ft3
•
j. excess rainfall over evaporation according to design . it-k,00® ft3
k. (lines h + i +3).x 7.48 x 30 days = - 41, Zoo - gallons
line f
(tq,o481, 0 {-tut,t60l (1:4,8).G3®/r
eA
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8-.7- l8 . 1.14-0 lb/1000 gal.
m. (lines e + k) x line I = P1'4 lb PAN
1000 -
?EPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
.I. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
P.o4 (30 Day) 2121100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD:
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): F hre. P®►,��s
• 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker S inches
b. designed 25 yr./24 hr. storm & structural freeboard 19 inches
c. line b -.line a (inches in red zone) = V t I inches
d. top of dike surface area according to design' V 2 3115 ft2
(area at below structural freeboard elevation)
e. line c x line d x 7.48 gallons = " (o' 'Fcl gallons
12 ft3 1
(i2 .z31g15X-1.4c3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural designISO days
g_ volume of waste produced according to structural design IQ, 0'48 ft3
h. actual waste produced = current herd # x line g = 141 oi-V6 ft3 "
certified herd #
i. volume of wash water according to structural design 0 - ft3 -_
j. excess rainfall over evaporation according to design 1'i},000 ft3
k. (lines h + i +)x 7.48 x 30 days = IAA,2150 gallons
. line f -
Cict,aNb ÷a t 14100°)C 7AS1(3`9/iBo\ = "
4. Total PAN to be land applied during draw down period
I. current waste analysis dated S -7- I 1.12. lb/1000 gal.
m. (lines e + k) x line I = 2-30 lb PAN
1000
?EPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY V
PoA (30 Day) 2/21100

1. structure ID: 10 eerc1 elc . line m = 5 3\ lb PAN
2. structure ID: 1-1 vcl:leb err y H 111 line m = Lk-14 lb PAN
3. structure ID: l'eye. ?e,o nos line m.= 2-ZO 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 + 2 + 3 + 4 + 5 + 6 = 1235 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING-30 DAYDRAW.DOWN
PERIOD.. DO NOT LIST FIELDS TO WHICH PAN CAN NOT BE APPLIES DURING THIS 30 DAY PERIOD.
o. tract# p. field # q. crop r. acres s. remaining t.TOTAL PAN u.
IRR-2 PAN BALANCE application
balance FOR FIELD window
(lb/acre) (1bs.)
column r x s
Cr 1 IN heak 2.b Z 12.5.3S 328 Sept -Isvr;1
1,c., C 2 \!J heat 2,76 139.7 1 3 S�0 .
c- ; > c 3 \N h ea t 2.7b 1 Iii-k . 3c1.-1
Cs- I V/In eat 2.P 2 I
• 6_<?> , G 2 lNhecck 2.,62 132.g3 '315
', 0 3 1 , \i\Nea`t 2.41 144 - 35G Ni'
'State current crop ending application date or next crop application beginning date for available receiving crops
during 30 day drawn down period
v. Total PAN available for all fields (sum of column t) = 2(c)2.-1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
PoA(30.Day) 2/21/00

w. Total PAN to be land applied (line n from section II) = I2 3 5 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 26 2.-7 lb. PAN
y. Overall PAN balance (w -x) = 13i 2 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.
NARRATIVE:
lJ 174, 1;)e. �"` ,A �6k,sesi of\ lelcisqn Salm 0e,s ,V-ezt ket"
oh 8— -18 I 4oe,Iz Icicsc,tn sau\?\ers a g er NLorir tcc v\e
LolA ck 51,ke,A \ less . rkeu-dike PAN ( . aiY eg
Sk o, l� b e. I ess
CD7. lco\ To F,qv- gvllvlekiv%ca1 A® cz1a\5 (AA
5® -1-hoL.A l ca ?\�w`� c\ covey- crici, `}Ams ct.W 4© cc4' \e4
C o rN to i k\ 1 eLt& k a n e- 5 P'i uq
V s t u i\\ \fie 1V1 e; qq A-to tn� I 1 P IS+
PoA(30 Day) 2/21/00