710096_Plan of Action_20190215

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT,ANIMAL FACILITIES
Facility Number,: 71-96 County: - Pender
Facility Name: Stoneybrook
Certified Operator Name: Derek Brown Operator Number: 19632
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest pointon 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.
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 6179
Spillway(Y or N): N -
Level(inches): 19
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 rahges.
X Liquid level is within the 25 year 24 hour storm elevations for -one ormore 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. Bolume and PAN content of waste
to be'pumped and hauled is reflected in section'III tables. Included within this'plan is a list
of the proposed sites with related, facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in -the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro 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: as conditions permit
I hereby certify that I have reviewed the information fisted above andincluded withirrthe
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct,
Murphy Brown, LLC Phone: [phone] -
Facility Owner/Manager (print)
_ Date: ` 2/18/2019
Facility Own r/Manager (signature)
r

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL
FREEBOARD AND/OR 25 Y
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
�.
Structure ID: Stoneybrook
line m = 735.9
2.
Structure ID:
line m =
3.
Structure ID:
line m =
4.
Structure ID:
line m =
5.
Structure ID:
line m =
6.
Structure ID:
line m =
n.lines 1+2+3+4+5+g= 735.9
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAM
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 3n
•
. •
• .•TOTAL
2 PAN balance
._
PAN
�BALANCE FOR
. .
�.�.�
'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) = 1498.2
N. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 735.9
PoA (30 Day) 2/21/00

x. Crop°s remaining PAN balance (line v from section III)-= 1498.2
Y. Overall PAN balance (w - x) = ' -762
Line y must 9how'as a deficit. If line ydoes not show as a deficit, list course of action here incl
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculE
on new information. If new fields are to be included as art option for lowering lagoon level, add
PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
facility, provide information regarding the herd population and lagoon freeboard levels at the re
,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): istoneybrook
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 19.0
b. designed 25 yr./24 hr. storm & structural freeboard 19.8
c. line b - line a (inches in red zone) = 0.8
d. top of dike surface area according to design
(area at below structural freeboard elevation) 204750
e. line c/12 x line d x 7.48 gallons/W 102102
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180
g. volume of waste produced according to structural design 211483
h. current herd # 2000 certified herd #1 2000
actual waste produced = current herd # x line g = 211483
certified herd #
i. volume of wash water according to structural design 01
j. excess rainfall over evaporation according to design 119437.5
k. (lines h + i + j) x 7.48 x 30 days/line f= 412548
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1/9/2019 1.43
m. ((lines e + k)/1000) x line 1 = 735.9
REPEAT;SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100