310006_Plan of Action_20180924

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PLAN OFACTION(P )-,.FQR.-HIOH'FREEBOAROAT'.ARIIWA-!--'FfAOILITIE$
Cerfifie4-6,pp7atqr'Name:, Wayne:'tanderson 0 eratorNumber, 179,03
P-
T, QWeJfit.lijpid ldv6l(§) irfihchd.s as md6sUred4ror*thd current liquid-.1evel-lin the wa s:lbgcj6n to -the.
lowest'poini oniffietovo(A -he-dam for lagoons without spill, -,a e curren . t, f 1 Revel. _ spillways: _pdf(qM
infthe-lagoomto the bottom of:the spillway for lagoons with -spillways:
Lagpon"IA.
'Lagoom2l. La�goon'3 LagoonA Lagoon5'
L ,aigpan Namell,O`;, -'Smith A Smith- B
S 0 (1 NYay(_Y_-"Pr N) N, N:
Ley'' I(i 'ch.es 17'
e D
Check.
_,?LIbappIijqa4lge items
U46ij, ldv6l'is"vithifi-thd-,dbbidried 'structural freeboard elevations- of'one or mor6-structu'res,,
Pive;and ._'M.-day. -P[@ps of Ac'tibn:,areadp-(Z9".-,,'HYOia6lic'a d agronomic ,ba
lances are
Within qpqeptabl6. ranges.
x Liqui"d-..Ie'-ve'l.':is-viithin:the,25 yea'r24,,hour,,sf.orm,-elevations f6r-one.or more
' '
structures, A
80 diyPlanofAc ion -is attached. Pgroqoaic_balance Is withffi,acceofi6lp-rangp,
—Waste is'16--bb,pUmped arid--haUldd-W off-M6,16666ohs. 13616me�afid PAN cO"dt6ftf-.of`w6std
to be' pumpedand habled -is-reflectedin sbd6fl-lil tables. Indliuded w1ifiln'this plan is a1ist
Of'fbq proposed's' with'related 6d­ 6f�tcr and 0-
_itqs _`rela -ilitk-notriberM, number' e _qs,,p.. receiving' pr,-p,
inform 6'htdct-5rid tedurd,ap f6- Ifrd th-4 I�VV ,O�-66f to transfer of,, 16, Ya nj Q Waste- Atif.6
notboveredArT the,fAcility`%ZA,WMR,,
Operation will be Partially or fqflyldepop
dWd§p,6n'dihq,,-ahih:iaI Units and, dates fro d6060U%tidii,
If,6filmals are to be moved to another permilfted,facility-; provide, facility number; iagoon�
,freeboard !eveis and. herd Oopy 6tio'n f6r-the receiving' jaci i - .-I �yN,
3. E6rlid.st possible d6td,to b6-gin land,aOplie6ti&d of;Waste-' as d6kiditions.g6ft-it
(hereoy, qikqlfy that-1 have reviewed the, information
ortnation . I i9ted abpve and included,, with injhq;
_ , . .. - __ -1 ­ reviewed I ­ - - I . , — - I- - - - �:, --'- " I - information­1 1 is
accurate Pl4jri-Of,Adtibh,-and - fd the
accurate and correct.
Mutphy, Browh,,.LLC. -Phone: .[phone]:73434
Facility. Owner/Manager (print)'
141-
Facility Owhhet ftn

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: Smith A
line m =
1916.1 lb PAN
2.
Structure ID: Smith B
line m =
lb PAN
3.
Structure ID: 3067
line m =
1279.9 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 I+2+3+4+5+6= 3196.0lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS Tn WHICH PAN CANNnT RF APPI iFn ni 1Rrgll: Tuic m nev DGDinn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre) -
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
Sm/Ald
1
Bermuda
5.73
47.07
269.7
March -Sept
Sm/Ald
2
Bermuda
4.59
109.73
503.7
March -Sept
Sm/Ald
3
Bermuda
4.59
156.04
716.2
March -Sept
Sm/Ald
4
Bermuda
5.51
116.31
640.9
March -Sept
Sm/Ald
5
Bermuda
4.41
147.52
650.6
March -Sept
Sm/Ald
6
Bermuda
4.41
37.04
163.3
March -Sept
Sm/Ald
7
Bermuda
4.32
105.93
457.6
March -Sept
Sm/Ald
8
Bermuda
4.00
120.89
483.6
March -Sept
Sm/Ald
9
Bermuda
1.40
171.25
239.8
March -Sept
Sm/Ald
10
Bermuda
3.80
109.66
416.7
March -Sept
Sm/Ald
11
Bermuda
4.01
153.64
616.1
March -Sept
Sm/Ald
12
Bermuda
4.86
103.97
505.3
March -Sept
Sm/Ald
13
Bermuda
5.28
March -Sept
Sm/Ald
14
Bermuda
5.28
March -Sept
Sm/Ald
15
Bermuda
6.60
171.24
1130.2
March -Sept
Sm/Ald
16
Bermuda
4.13
84.07
347.2
March -Sept
Sm/Ald
17
Bermuda
4.59
141.18
648.0
March -Sept
Sm/Ald
18
2.07
Sm/Ald
19
2.07
Sm/Ald
201
2.41
Sm/Ald
211
2.31
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) = 7788.8 lb,. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 3196.0 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 7788.8 lb. PAN
y. Overall PAN balance (uv - x) _ -4583 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.
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): ISmith A
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
17.0 inches
19.8 1 inches
2.8 inches
202640 ft'
353674 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 322822 ft3
h current herd # 9792 certified herd # 9792
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 1 8/24/2018
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
322822 ft'
l 1 ft3
11 1��89833 ft3
639110 gallons
1.93 Ibs/1000 gal.
1916.1,,Ibs. 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 Name/Identifier (ID): ISmith B
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 19.8 inches
c. line b - line a (inches in red zone) = 19.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 312092 ft2
e. line c/12 x line d x 7.48 gallons/ft' 3851839 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 322822 ft3
h. current herd # 9792 certified herd # 9792
actual waste produced = current herd # x line g = 322822 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
©W
203344 ft3
655954 gallons
Ibs/1000 gal.
0 Ibs. 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 Name/identifier (ID): F 3 667
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.8 1 inches
c. line b - line a (inches in red zone) = 2.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 2014491 ftZ
e. line c/12 x line d x 7.48 gallons/ft' 351596 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 242116 ft3
h. current herd # 7344 certified herd # 7344
actual waste produced = current herd # x line g = 242116 ft'
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 1175121 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 448336 gallons
4. Total PAN to be land applied during draw down period
I, current waste analysis dated 8/24/2018 1.60 Ibs/1000 gal
m. ((lines e + k)/1000) x line I = 1279.9 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00