310576_Plan of Action_20180531

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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
5/31 /2018
1 Structure Name/Identifier (ID): Renewable Transport LL$J21� Pipeline Farm
v
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
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 G12 x lined x 7.48 gallons/ft'
3 Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
19.5 inches
1.5 inches
61886 ft2
57863 gallons
180 days
g volume of waste produced according to structural design 72538.7 ft3
h current herd # DO certified herd # 686
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 + 1) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8Y21/2017
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 ,
ft'
Oft3
37916 7 ft3
47269 gallons
0.08 Ibs/1000 gal.
8.4 Ibs PAN

7
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 14 5/31/2018
1. Structure Name/Identifier (ID) Renewable Transport, LLC d9 Pipeline Farm
W
2. Current liquid volume in 25 yr /24 hr stone storage & structural freeboard
a. current liquid level according to marker 18 0 inches
b designed 25 yr /24 hr. stone & structural freeboard 19 5 inches
c line b - line a (inches in red zone) = 1 5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 69156 ftZ
e. line c/12 x line d x 7 48 gallons/ft3 64661 gallons
3 Protected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 160 days
g. volume of waste produced according to structural design 72538.7 ft3
h. current herd # certified herd # 714
actual waste produced = current herd # x line g = ft3
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 37916.7 ft3
k (lines h + i + j) x 7 48 x 30 days/line f= 47269 gallons
4 Total PAN to be land applied during draw down period
I. current waste analysis dated 8/21/2017 0.08 Ibs/1000 gal
m. ((lines e + k)/1000) x line I = 9.0 Ibs PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 5/31/2018

Line y must show as a deficit If line y does not show as a defeat, 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
This farm has no hogs at this time. Also this farm has 2 lagoons that are connected with pipe. As soon as
weather permits I will resume pumping operation to get lagoon level back in compliance:
PoA (30 Day) 5/31/2018

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II. 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 Renewable Transport, LLC (1) line m = 9 0 lb PAN
2 Structure ID. Renewable Transport, LLC (2) line m = 8.4 lb PAN
3 Structure ID line in = lb PAN
4 Structure ID line m = lb PAN
5 Structure ID
6 Structure ID
line m = lb PAN
line m = lb PAN
n.lines 1+2+3+4+5+6= 174lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o tract #
p field #
q Crop
r acres
s remaining IRR
2 PAN balance
(Ib/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u application windoW
Parker
1-A
Bermudagrass Hay
2.73
170.00
4641
3/1-9/30
Parker
1-B HALF
Bermudagrass Hay
2.32
170 00
394.4
311 - 9/30
Parker
2-A .
Bermudagrass Hay
2.73
17000
464.1
3/1 - 9/30
Parker
2-B HALF
Bermudagrass Hay
2.26
170.00
384.2
3/1-9/30
'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) =
1706 8 Ib.
PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
17.4 lb.
PAN
x. Crop's remaining PAN balance (line v from section III) =
1706.8 lb.
PAN
y. Overall PAN balance (w - x) _
-1689 lb.
PAN
PoA (30 Day) 5/31/2018
i