090210_Plan of Action (POA)_20201215

PLAN OF ACTEON (PO)- FOOD MH FREEBOARD AT ,, MMAL F CU ITES
�� iitl
Facility Number: 9- ��� County:
Facility Name, Dig v Gt n n otQ,t,a �t 1n I lr-0
Certified Operator Name: _ `3 n o l d 0 nn 4p_'Irl 6 perator
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 6 Structure 6
Lagoon Name/Identifier (ID):
Spillway (Yes or No):
Level (inches):
2. Check a09 applicable items e-n Sj On
Liquid level is within the designed structural freeboard elevations of one or more structures. Fivd
and 30 day Plans of 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 da
Plansof.Action iQ-Affached. Aaronomic balance is within acceptable range. y
Waste is to be pumped and hauled tb-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 -fdor to transfer of waste'
to a site not covered iin 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: —to? -15 —?'c) 2 _ 'j
I herby certify that I have reviewed the information fasted above and irncRuded within the attached Plan
of Action, and to the best of my knowledge and agility, the information % accurate and correct.
(Jcw i cl G000bo-Y\
Facility Owner/Manager (print)
Owner/Manager (signature)
Phone: (0l ! 0 J B �q — g E q o
®ate°
P€aA Cover Page 2121100

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: David Gooden 1
2. Structure ID: David Gooden 2
3. Structure ID: David Gooden 3
4. Structure ID:
5. Structure ID:
6. Stru ctu re I D:
n. lines 1 +2+3+4+5+6=
line m = 313.7 lb PAN
line m = 357.6 lb PAN
line m = lb PAN
line m = lb PAN
line m =
lb PAN
line m = lb PAN
671.3 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PPRInn nn MnT I IAT Fim nq TO .WHICH PAN CANNOT BE APPLIED DARING THIS 3n DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(lblacre)
t. TOTAL PART
BALANCE FOR
FIELD (Iles:)
column r x s
u. application window'
4696
12
os
2.90
75.00
217.5
Mar -Se
4696
13
os
3.50
75.00
262.5
Mar -Se
4696
14
os
7.30
75.00
547.5
Mar -Se
* used only 3 fields to meet PAN needed. Guestimate on PAN remaining
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
Y. Total PAN available for all fields (suer of column t) = 1027.5 lb. PAN
IV. FACILITY°S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 671.3 lb. PAN
x. Crop's remaining PAN balance (line v from section ell) = 1027.5 lb. PAN
y. Overall PAN balance (w s x) = -356 lb. PAN
Line y must showas a deficit. If line y does not show as a deficit, list course of action here including pump and haul,
depopulation, herd reduction, etc. Forpump & hauland herd reduction options, recalculate new PAN based on new
information. If newfields are to be included as an option for lowering lagoon level, add thesefields to the PAN balance
table and recalculate the overall PAN balance. If animal waste is to be hauled to another permittedfacility, provide
information regarding the herd population and lagoon freeboard levels at the receiving facility.
HARRATIIVE-
Pumping will begin as soon as field conditions are acceptable.
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 Dame/Identifier (ID):
David Gooden 1
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 19.0 inches
G. line b - line a (inches in red zone) = .2.0 inches
d. 'top of dike surface, area according to design
(area at below structural freeboard elevation) 95836 ft2
e. line c/12 x line d x 7.48 gallons/fe 119476 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 145388 fe
h. current herd # 3920 certified herd #1 3920
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 PART to be land applied during draw down period
I. current waste analysis dated 1 9/29120
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)
145388 ft3
0 Ife
58333 fe
253972 gallons
0.84 Ibs/1000 gal.
313.7 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (P®A) FOR I. iGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAVY DOWN PERIOD
I. TOTAL PAIN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure fame/Identifier (ID):
David Gooden 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/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.0 inches
19.0 inches
1.0 inches
95836 Ift2
59738 gallons
180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # 3920 certified herd # 3920
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 9/29/20
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)
145388 ft3
7�7 ft3
58333 Ift3
253972 gallons
1. 1 -41 Ibs/1000 gal.
357.6 lbs. PAN
PoA (30 Day) 2/21/00