310563_30 day poa_20210219

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-563 County: Duplin
Facility Name: Legacy 2 Farm
Certified Operator Name: Dale Meyer Operator Number: AWA1007359
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
iowest 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 Name/ID: Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
5pillway(Y or N): N N
Level(inches): 15 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 111 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.
TGB Farms
Facility Owner/Manager (print)
Phone:
Brian Edgren Date:
Facility Owner/Manager (signature)
A� Y
910-289-1053
2/15/2021

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1
2. Structure ID: Lagoon 2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line rn = 555.6 ib PAN
line m = 386.0 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
n. lines 1+2+3+4+5+6= 941.5 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLiFn hllRIN[. THIS -An nev p1=Rirnn
o. tract # p. field # q. crop r. acres s. remaining lRR- t. TOTAL PAN u_ application window'
2 PAN balance BALANCE FOR
(lb/acre) FIELD (lbs.)
column r x s
T71473 ld 1 (leased) Wheat 11.10 108.00 1198.8 Seat -April
,-JLatG GU1[C1ti sirup enuwy appifcauon aaie 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) = 1198.8 Ib. PAN
IV_ FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 941.5 lb. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section III) = 1198.8 Ib. PAN
y. Overall PAN balance (w - x) _ -257 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is available
for pumping if needed.
PoA (30 Day) 2/21100

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): F_agoon 1
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/W
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
15.Q inches
197 inches
4.9 inches
93799 ftz
288364 gallons
180 days
g. volume of waste produced according to structural design 1 1083-5-51 ft3
h. current herd # 1300-1 certified herd #1 1300
actual waste produced = current herd # x line g = 108355 ft'j
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
I. current waste analysis dated 1 2/18/2Q20
m_ ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
ft3
54716 ft3
203295 gallons
1. 131 Ibs/1000 gal.
555.6 lbs. PAN

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 Namelldentifier (ID): I Lagoon 2
2. Current liquid volume in 25 yr.124 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 gallons1ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
15.0 inches
20.4 inches
5.4 inches
60450 ft2
203475 gallons
180 days
g. volume of waste produced according to structural design 1 754991 ft3
h. current herd # 1 7141 certified herd # 714
actual waste produced = current herd # x line g = 75499 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
I. current waste analysis dated 1 2/18/2020
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE,
(Click on the next Structure tab shown below)
�ft3
35263 ft3
138083 gallons
1.13 Ibs/1000 gal.
386.0 Ibs. PAN
PoA (30 Day) 2/21/00