090025_30 day POA_20201230

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PLAN OF AC110H ((P oA) FOR MGH FREEBOARD AT AM PUNAL FACC-WMES
gctfl1y Number". Q� � Z 5 County. Izx
V V
q 3 �t CerMd Ooerat©<��eo Cf�p� 1. Current liquid levels in inche as � t
q �) i�eas�reo? ��oi�t the current liquid level In she lagoon to the
lowest point on the top of the darn for lagoons withouA.
t spillways; and frorn the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure I ' Structure 2
Lagoon Name/Identifier (ID):
Spillway (lies or No):
Structure 3 Structure 4 Structure 5 Structure
Ll
Level (inches): =1 1 g lS
2. Check r,011 applicable iterns
Liquid level is Within the designed.structural freeboard elevations'of one or more structures. Five-,,
and 30 day Plans o; Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
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 Ili 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 sectore approva ll from the MvMon of MUD= QuaAfltty Rjgr t® transfer of waste
to a sine not covered un the fac!!H�y's Cerrito$fled antmall waste managament plan.
Operation will be partially orfully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- it animals are to be moved to -another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest �l
possible date to begin land a �lidation of waste `: ,r-) 2-o
p
11 herreloy ceytiify that ➢Piave rrevilewed the iinformaif an ➢ sted above and] umd➢u®led Mthiln the attached P12re
cAlAcUon5 and to the best of my know➢edig e and alga➢fty9 the Morrmr at6®n is accurate and correct
S l sr�
�acii➢pity �w�aerrl�a�ac�err �f�p➢nt)
Date-.
FacHilty C�wr�c rr� amia�err ��i��atuVe�
f A Cover Pare 2121100

IL 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: Storms 1 line m = 1066.2 lb PAN
2. Structure ID: 2
3. Structure ID: 3
4. Structure ID: 4
5. Structure ID:
6. Structure ID:
line m = lb PAN
line m = 169.9 lb PAN
line m = 128.6 lb PAN
line m = lb PAN
line m = lb PAN
n. lines 1 +2+3+4+5+6= 1364.7 lb PAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
.... ...�� . .r.-r rrrr r%f% Try IAII-11^1-1 ']Awl f+AkIkInT QC Apoi inn nI IRIRI!'. TNI-q 3n nAY PFRinn-
rGRlvv. uv
o. tract #
glow I a_ry r ..tea-
p. field #
vv . v ..
q. crop
- -- - - -
r. acres
----
s. remaining IRR-2
PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u application window'
903
K-P
wheat
30.00
75.00
2250.0
911-4/30
guestimate on remaining PAN balance
State current crop ending application date or next crop application beginning sate Tor avaiiaoie
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2250.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1364.7 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2250.0 lb. PAN
y. Overall PAN balance (w - x) = -885 Ib. 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, recalculaL- 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:
pumping will begin as soon as field conidtions allow.
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): Stomps 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) == 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 127596 ft2
e. line c/12 x line d x 7.48 gallons/ft3 79535 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 1 161410 ft3
h. current herd # 4896 certified herd #1 4896
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 12/2/20
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)
161410 ft3
�. 0 ft3
77000 ft3
297218 gallons
2.83 Ibs/1000 gal.
1066.2 Ibs. PAN
PoA (30 Day) 2/21 /00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.01 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.01 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 128256 ft2
e. line c/12 x line d x 7.48 gallons/ft3 79946 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 161411 ft3
h. current herd # 48961 certified herd # 4896
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 12/2/20
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)
161411 ft3
0 ft3
77350 ft3
297655 gallons
0.45 Ibs/1000 gal.
169.9 lbs. PAN
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): 4
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
18.0 1 inches
19.0 linches
1.0 inches
128656 Jft2
80196 gallons
f. temporary storage period according to structural design 180 1 days
g. volume of waste produced according to structural design 161411 Jft3
h. current herd # 4896 certified herd # 4896
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 12/2/20
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)
161411 ft3
0 ft3
77583 Jft3
297946 gallons
0.34 1 Ibs/1000 gal.
128.6 Ibs. PAN
PoA (30 Day) 2/21 /00