710084_Plan of Action_20180217

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
00
Facility Number: 71-84
Facility Name: Stoneybrook Nursery
Certified Operator Name:
County
i
Pender
Kenneth Brown Operator Number:
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.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
7
12
2. Check all applicable items
XXX 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 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. 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 for depopulation
*ifanimals 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:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Kenneth Brown Phone:
Facility Owner/Manager (print)
Date: 2/17/2018
Facility Owner/Manager (signature)

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 71-84 line 1=
15469 gallons
2. structure ID: line I =
gallons
3. structure ID: line I =
gallons
4. structure ID: line I =
gallons
5. structure ID: line I =
gallons
6. structure ID: line I =
gallons
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
15469 gallons
o. line n / 27154 =
0.57 acre -inches
1
III. TOTAL ACRES AVAILABLE.TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD',2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining IRR-2
PAN balance
(lb/acre)
v.
maximum
application
rate (in/hr)
W.
maximu
m
applicat
ion
amount
(inches
906
AW#1
Small Grain Overs
0.58
15
0.5
1
906
AW#2
Small Grain Oversd
2.90
15
0.5
1
906
AW#3
Small Grain Oversd
2.62
15
0.5
1
906
AW#4
Small Grain Overs4
3.10
15
0.5
1
906
AW#5
Small Grain Overs4
4.47
15
0.5
1
906
P#1
Small Grain OverSE
4.70
15
0.5
1
906
P#2
Small Grain OverSE
3.14
15
0.5
1
9061
P#3
Small Grain OverSE
2.73
15
0.5
1
x. total acres available during,5 day draw down (sum of column t) = 24.24 acres

IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.02 inches per acre to be applied within 5 days
line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recalculate new hydraulic load based on new information.
Plan to lancl apply nyciraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field; "trafficabilit " across soils; will soils absofb application without runc
Fields are very wet.
2. Date and amount of last rainfall event?
DATE: 1 02/16/18 AMOUNT: 0.50 inches
ff, etc.)
4. Given optimum soil and weather conditions. is irrieation equipment capable of arwivine the volume in
line "n" at appropriate seasonal (i.e. winter) application rates within 5 days?
Yes it is capable
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnanges in application rates ana amounts; ana any otner information Tor consiaer
Shorter pumping times and lower applications will be used.
Mr. Brown called 2/16/2018 to self report his lagoon was in structure of 12 inches. This POA
was created on 2/17/2018 by Sam Edwards Environmental Specalist/Division of Soil and Water
Conservation. Mr. Brown also has more small grain PAN available.
ition.

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 71-84
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = inches
d. top of dike surface area according to -design
(area at below structural freeboard elevation) 44676 ft2
e. line c/12 x line d x 7.48 gallons/ft3 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1 1801 days
g. volume of waste produced according to structural design 46888i ft3
h. current herd # 6400 certified herd #1 6400
r
actual waste produced = current herd # x line g = 46888 ft3
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line It =
0 ft3
27563 ft3
15469 gallons
15469 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)