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PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES .
Facility Number: 31 - 314
County: Duplin
Facility Name: George Farrior
Certified Operator Name: George Farrior Operator #: 18743
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
Lagoon Name (ID): GF1
Spillway (Yes or No): No
Level (inches): 17
2. Check all applicable items
Structure 2 Structure 3 Structure 4
GF2
No
liF
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:. 8/6/2018
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.
George Farrior Phone:
Facility Owner/Manager (print) .
Date:
Facility Owner/Manager (signature)
8/6/2018
Cover Page George Farrior (PoA30day) 8-6 2018
Page 1 of 1
0
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: G. Farrior 1(31-314)
line m = 240.7
lb PAN
2.
Structure ID: G. Farrior 2(31-31-4)
line m = 197.2
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.lines 1+2+3+4+5+6= 437.9 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BF APPI IFn ntlRING THIS'An nAY PFRInn
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'
4247
GF1
Bermuda
8.40
125.00
1050.0
3/1 - 9/31
42471
GF2&3
Bermuda
1.60
125.00
200.0
3/1 - 9/31
4247
GF4
Bermuda
0.70
125.00
87.5
3/1 - 9/31
4247
GF5
Bermuda
5.80
125.00
7250
3/1 - 9/31
4247
GF6
Bermuda
1.60
125.00
200.0
3/1 - 9/31
'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) = 2262.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 437.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2262.5 lb. PAN
y. Overall PAN balance (w - x) = -1825 lb. PAN
SUMMARY George Farrior (PoA30day) 8-6-2018 Page 1 of 2
t
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.
SUMMARY George Farrior (PoA30day) 8-6-2018 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 G. Farrior 1(31-314
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 37500 Jft2
e. line c/12 x line d x 7.48 gallons/ft3 46750 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 40353 ft3
h. current herd # 1224 certified herd•# 1224
actual waste produced = current herd # x line g = 40353 ft3
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 21670 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 77322 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 5/24/2 1 1.94 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 240.7 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 George Farrior (PoA30day) 8-6-2018 Page 1 of 1
i
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): G. Farrior 2 31-314
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard .
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 35034 ftz
e, line c/12 x line d x 7.48 gallons/ft3 43676 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 40353 ft3
h. current herd # 1224 certified herd # 1224
actual waste produced = current herd # x line g = 40353 ft'i
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 21670 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 77322 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 5/24/2018 1.63 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 197.2 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
l
Structure 2 George Farrior (PoA30day) 8-6-2018 Page 1 of 1