540002_30-Day Plan of Action_20190121

Fa cility Number: 54 - 2 County: Lenoir
Fa cility Name: Owl Pond, Heath Farm, & Hog City
Certified Operator Name: Danny Grant Operator #: 17676
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
sp illways.
Structure 1 Structure 2 Structure 3
Lagoon Name (ID): Owl Pond Old Owl Pond New Heath Farm
Spi1way (Yes or No): No No No
Level (inches): 23" 18"
2. Check all applicable items
Structure 4
Hog City 1 & 2
No
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: 1/25/2019
I hereby certify that 1 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.
Collier
Facility Owner/Manager (print)
Date: 1/21/2019
Facility Owner/Manager (signature)
Cover Page Owl Pond, Heath, & Hog City (PoA30day) 1-21-2019 Page 1 of 5

11. 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:
Owl Pond Old
2. Structure ID:
Owl Pond New
3. Structure ID:
Heath Farm
4. Structure ID:
Hog City (1)
5. Structure ID:
Hog City (2)
6. Structure ID:
n.lines 1+2+3+4+5+6=
line m =
-15 lb PAN
line m =
117.7 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
102.7 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FiFLDS T(} WHICH PAN C®NAInT RG aooA Mrl ni rorarr- Tuic 1n nnv ocosnr,
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'
2853
3
Wheat, Grain
24.60
50.00
1230.0
10/1 -3/31
2861
1
Wheat, Grain
24.00
50.00
1200.0
10/ 1 - 3/31
omie uunem crop enoing 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) _
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section 111) _
y. Overall PAN balance (w - x) =
2430.0 lb. PAN
102.7 lb. PAN
2430.0 lb. PAN
-2327 lb. PAN
SUMMARY Owl Pond, Heath, & Hog City (PoA30day) 1-21-2019 Page 2 of 5

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 basec
cn 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.
SUMMARY Owl Pond, Heath, & Hog City (PoA30day) 1-21-2019 Page 3 of 5

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): Owl Pond Old
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
o. volume of waste produced according to structural design
23.0 inches
F777779.0 inches
-4 inches
61776 ft2
-154028 gallons
180 days
63444.9 ft3
h. current herd # 600 certified herd # 600
actual waste produced = current herd # x line g = 63445 It'
certified herd #
I. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 38623.2 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 127245 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/17/2018 0.56 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = -15 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Owl Pond, Heath, & Hog City (PoA30day) 1-21-2019 Page 4 of 5

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL F1-1€;IiLITIES
30 DAY DRAVY DOWN PERIOD
1. 16TAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I Owl Pond New
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 yrJ24 hr. storm & structural freeboard ( 1 (1101 inches
c. line b - line a (inches in red zone) = LO inches
d :op of dike surface area according to design
(area at below structural freeboard elevation) 1 94996 ft2
g, line C/12 x line d x (�'-°v gailOnS/fi 592i4 gaii0ii&
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume otwaste produced according to structural design 63444:9 ft3
h. current herd T 600 certified herd r inn
actual waste produced = current herd r x line g = 63445 ft'
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 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 9/17/2018
m. ((lines e + k)/1000) --line I =
REPEAT SECTION I FOR EACH WASTE STRUC T €iRE ON SITE.
(Click on the next Structure tab shown below)
r3
57633.3 L
150944 gallons
0.56 Ibs/1000 gal.
997.7 lbs. PAN
Structure 2 Owl Pond, Heath, & Hog City (PoA30day) 1-21-2019 Page 5 of 5