820724_Plan of Action (POA)_20200121

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-724 County: Sampson
Facility Name: Oak Branch II
Certified Operator Name: Mike Peterson Operator Number: AWA 19865
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:
Spillway(Y or N): N
Level(inches): 9.5
2. Check all applicable items
X _ 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.
X 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 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 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.
Michael Peterson Phone: [phone]
Facility Owne anager(print)
MV\42___ -Q.0;S 0 Date: 1/21/2020
Facility Owner/Manager(signature)

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: Lagoon 1 line m = 2620.4 lb PAN
2. Structure ID: line m = lb PAN
3. Structure ID: line m= lb PAN
4. Structure ID: line m = lb PAN
5. Structure ID: line m = lb PAN
6. Structure ID: line m= lb PAN
n. lines1 + 2+3+4+5+ 6= 2620.4lbPAN
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.t TOTAL PAN u.application window'
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
1 Rye 2.25 .30.00 67.5 Sept-April
2 Rye 3.69 30.00 110.7 Sept-April
3 Rye 1.86 30.00 55.8 Sept-April
4 Rye 1.97 30.00 59.1 Sept-April
5 Rye 3.72 30.00 111.6 Sept-April
6 Rye 5.00 30.00 150.0 Sept-April
7 Rye 5.07 30.00 152.1 Sept-April
8 Rye 4.68 30.00 140.4 Sept-April
9 Rye 1.86 30.00 55.8 Sept-April
7 Corn 5.07 116.00 588.1 Feb 15-June
8 Corn 4.68 116.00 542.9 Feb 15-June
9 Corn 1.86 133.00 247.4 Feb 15-June
1 Corn 2.25 120.00 270.0 Feb 15-June
2 Corn 3.69 120.00 442.8 Feb 15-June
3 Corn 1.86 120.00 223.2 Feb 15-June
4 Corn 1.97 120.00 236.4 Feb 15-June
5 Corn 3.72 120.00 446.4 Feb 15-June
6 Corn 5.00 120.00 600.0 Feb 15-June
'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)= 4500.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II)= 2620.4 lb. PAN
PoA(30 Day)2/21/00 .

x. Crop's remaining PAN balance(line v from section III)= 4500.2 lb. PAN
y. Overall PAN balance(w-x)= -1880 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, 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.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit.
•
•
•
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 Name/Identifier(ID): Lagoon 1
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 9.5 inches
b. designed 25 yr./24 hr. storm &structural freeboard 26.0 inches
c. line b-line a (inches in red zone) = 16.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 114176 ft2
e. line c/12 x lined x 7.48 gallons/ft3 1174300 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 94947.E ft3
h. current herd# 0 certified herd# 2880
actual waste produced = current herd# x line g = ft3
certified herd#
i. volume of wash water according to structural design 62726.4 ft3
j. excess rainfall over evaporation according to design 84403 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 183421 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/10/2019 1.93 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I = 2620.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below) •
PoA(30 Day)2/21/00

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 9.5 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b-line a (inches within structural freeboard)= 2.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 114176 ft2
e. line c/12 x line d x 7.48 gallons/ft3 177924 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 94947.6 ft3
h. current herd# certified herd# 2800
actual waste produced =current herd# x line g= ft3
certified herd#,
i. volume of wash water according to structural design 62726.4 ft3
j. excess rainfall over evaporation according to design 84403 ft3
k. (lines h + i+j) x 7.48 x 5 days/line f= 30570 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= _ 208494 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)
PoA(5 Day)2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1 line I = 208494 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= 208494 gallons
o. line n/27154= 7.68 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
'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 v.maximum w.maximum
IRR-2 PAN application rate application
balance (in/hr) amount(inches)
(lb/acre)
7 NoA Corn 5.07 116 0.5 1
8 NoA Corn 4.68 116 0.5 1
9 GoA Corn 1.86 133 0.5 1
•
x.total acres available during 5 day draw down (sum of column t)= 11.61 acres
IV.FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
line o = 0.66 inches per acre to be applied within 5 days
PoA(o.Day)2/1-i/uu

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.)
•
•
2. Date and amount of last rainfall event?
DATE: r AMOUNT: inches
3. Dates of last waste application event per field:
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?
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 proposed changes in application rates and amounts; and any other information for consideration.
PoA(5 Day)2/21/00

•
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-724 County: Sampson
Facility Name: Oak Branch II
Certified Operator Name: Mike Peterson Operator Number: AWA 19865
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:
Spillway(Y or N): N
Level(inches): 15
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 ranges.
X 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 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 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.
Michael Peterson Phone: [phone]
Facility Owner/Manager(print)
<P *-4 Date:{1 Date: 1/21/2020
Facility� Owner/Manager(signature)g ( g ature)

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: Lagoon 1 line m = 966.3 lb PAN
2. Structure ID: line m = lb PAN
3. Structure ID: line m= lb PAN
4. Structure ID: line m= lb PAN
5. Structure ID: line m = lb PAN
6, Structure ID: line m = lb PAN
n. lines1 + 2+ 3+4+ 5+6= 966.3IbPAN
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-t.TOTAL PAN 'u.application window'
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
1 Rye 2.25 30.00 67.5 Sept-April
2 Rye 3.69 30.00 110.7 Sept-April
3 Rye 1.86 30.00 55.8 Sept-April
4 Rye 1.97 30.00 59.1 Sept-April
5 Rye 3.72 30.00 111.6 Sept-April
6 Rye 5.00 30,00 150.0 Sept-April
7 Rye 5.07 30.00 152.1 Sept-April
8 Rye 4.68 30.00 140.4 Sept-April
9 Rye 1.86 30.00 55.8 Sept-April
8 Corn 4.68 100.00 468.0 Feb 15-June
'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)= 1371.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied(line n from section II)= 966.3 lb. PAN
PoA(30 Day)2/21/00

x. Crop's remaining PAN balance(line v from section III)= 1371.0 lb. PAN
y. Overall PAN balance(w-x)= -405 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, 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.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit.Additional land is
available for pumping if needed. Sample taken on 12/3/2014 has not been completed by NCDA.
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 Name/Identifier(ID): Lagoon 1
2, Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 26.0 inches
c. line b-line a (inches in red zone) = 11.0 inches
d. top of dike surface area according to design _
(area at below structural freeboard elevation) 114176 ft2
e. line c/12 x line d x 7.48 gallons/ft' 782867 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 94947.6 ft3
h. current herd# 0 certified herd# 2880
actual waste produced = current herd# x line g = ft3
certified herd#
i. volume of wash water according to structural design 62726.4 ft3
j. excess rainfall over evaporation according to design 84403 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 183421 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8/15/2018 1.00 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I = 966.3 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day)2/21/00