100004_5 day POA_20180806

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES �r `
Facility Number: 10 4 County: Brunswick
Facility Name: Clemmons and Sons#1
Certified Operator Name: Dale Clemmons 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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1
Spillway(Y or N): N
Level(inches): 11
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
*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:
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.
Dale Clemmons Phone:
Facility Owner/Manager(print)
6da rf. . , Date: 8/3/2018
Facility Owner/Manager(signature)

L
II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 10--4 line I = 105248 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 = 105248 gallons
o. line n/27154= 3.88 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD 12
'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 v. W.
PAN balance maximum maximu
(lb/acre) application m
rate(in/hr) applicat
ion
amount
(inches
1952 10 Hybrid Bermuda 5.50 100.00 0.5 1
3075 11 Hybrid Bermuda 3.00 100.00 0.5 1
3075 12 Hybrid Bermuda 3.80 100.00 0.5 1
3075 13 Hybrid Bermuda 2.80 100.00 0.5 1
3075 14 Hybrid Bermuda 5.10 100.00 0.5 1
3075 15 Hybrid Bermuda 5.40 100.00 0.5 1
951 16 Hybrid Bermuda 4.80 190.00 0.5 1
951 19-Sub Hybrid Bermuda 16.65 180.00 0.5 1
20-Sub Hybrid Bermuda 4.20 100.00
8 Hybrid Bermuda 3.50 100.00
9 Hybrid Bermuda 5.00 100.00
x.total acres available during 5 day draw down (sum of column t) = 59.75 acres

IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.06 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 land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils; will soils absorb application without runoff, etc.)
Fields are very wet due to chronic rain fall.
2. Date and amount of last rainfall event?
DATE: OS/03/18 AMOUNT: 3.00 inches
3. Dates of last waste application event per field:
07/2018
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal (i.e. winter) application rates within 5 days?
Yes it is capable
S. 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 proposed changes in application rates and amounts; and any other information for consideration.
Pumping as weather allows and pump and haul is a possibility.
Mr. Clemmons called 8/3/2018 to self report his lagoon was in structure of 11 inches. This POA
was created on 8/3/2018 by Sam Edwards Environmental Specalist/Division of Soil and Water
Conservation.

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID): Lagoon#1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b- line a (inches within structural freeboard) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 141360 ft2
e. line c/12 x line d x 7.48 gallons/ft3 88114 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 123621 Jft3
h. current herd# 0 certified herd#1 3672
actual waste produced =current herd# x line g= ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 1 82460 Jft3
k. (lines h+ i+j)x 7.48 x 5 days/line f= 17133 gallons
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k= 105248 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)