310612_30 day poa_20201112

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-612
Facility Name:
Certified Operator Name:
County: Dupl i n
Boone Family Farms
Stephen D Boone Operator #: AWA 27198
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.
Structure 1 Structure 2 Structure 3 Structure 4
Lagoon Name (ID): 1 (CB1) 2 (CB3) 3 (CB4)
Spillway (Yes or No): No No No
Level (inches): 40" 18" 22"
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. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
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: as conditions per mi t
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.
Christopher Boone Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
Cover Page Chris Boone (31-612) PoA30day (11-12-2020)
[phone]
11/12/2020
Page 1 of 1

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: Chris Boone #1 (CB1)
line m = -4
Ib PAN
2.
Structure ID: Chris Boone #2 (CB3)
line m = 215.4
Ib PAN
3.
Structure ID: Chris Boone #3 (CB4)
line m = 77.9
Ib PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 289.3 lb PAN
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
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
71513
1
Small Grain
14.80
50.00
740.0
10/1 - 3/31
1957
1
Small Grain
15.14
50.00
757.0
10/1 - 3/31
'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) = 1497.0 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 289.3 Ib. PAN
x. Crop's remaining PAN balance (line v from section III) = 1497.0 Ib. PAN
y. Overall PAN balance (w - x) _ -1208 Ib. PAN
Summary Chris Boone (31-612) PoA30day (11-12-2020) Page 1 of 2

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.
Waste will be applied as soon as weather permits.
Summary Chris Boone (31-612) PoA30day (11-12-2020) Page 2 of 2

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): I Chris Boone #1 (CB1)
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 40.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) _ -21 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 11,968 ft2
e. line c/12 x line d x 7.48 gallons/ft3-156,661 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 9,829 ft3
h. current herd # 115 certified herd # 115
actual waste produced = current herd # x line g = 9,829 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 7,728 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 21,888 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/20/2020 0.03 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = -4 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Chris Boone (31-612) PoA30day (11-12-2020) Page 1 of 1

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): I Chris Boone #2 (CB3)
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 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 49,5361 ft2
e. line c/12 x line d x 7.48 gallons/W 30,877 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 150 days
g. volume of waste produced according to structural design 65,814 ft3
h. current herd # 770 certified herd # 770
actual waste produced = current herd # x line g = 65,814 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 30,625 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 144,272 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/20/2020 1.23 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 215.4 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 2 Chris Boone (31-612) PoA30day (11-12-2020) Page 1 of 1

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): I Chris Boone #3 (CB4)
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 22.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) _ -3 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 431161 ft2
e. line c/12 x line d x 7.48 gallons/W -80627 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 45669 ft3
h. current herd # 430 certified herd # 430
actual waste produced = current herd # x line g = 45669 ft'
certified herd #
i. volume of wash water according to structural design 30038.7 ft3
j. excess rainfall over evaporation according to design 32349 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 134711 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/20/2020 1.44 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 77.9 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 3 Chris Boone (31-612) PoA30day (11-12-2020) Page 1 of 1