310143_Plan of Action_20200211

Strickland, Bev
From: Curtis Barwick <[e-mail]>
Sent: Sunday, February 23, 2020 3:15 PM
To: Coburn, Chad
Subject: Re: [External] POA MAGA1
Attachments: 30 Day POA The General #1 2-20.xls
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
My last one .... until the next rain! Maybe not.
Thanks for your patience.
Look forward to meeting you.
Curtis
On Fri, Feb 21, 2020 at 10:54 AM Coburn, Chad <chad.coburnkncdenr.gov> wrote:
Yep MAGA-1. Thanks Curtis!
From: Curtis Barwick <barw ickag services k gmail. com>
Sent: Friday, February 21, 2020 10:32 AM
To: Coburn, Chad <chad.coburnkncdenr.gov>
Subject: Re: [External] POA MAGA1
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
report. spamkc )nc. gov
For MAGA1?
David Mixon is the general manager 910-385-5617
On Fri, Feb 21, 2020 at 10:29 AM Coburn, Chad <chad.coburnkncdenr.gov> wrote:
Thanks Curtis! Do you have a contact number and the owners name?

Chad
From: Curtis Barwick <barwicka [e-mail]>
Sent: Thursday, February 20, 2020 4:45 PM
To: Coburn, Chad <[e-mail]>
Subject: Re: [External] POA MAGA1
1 External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
c. ov
Chad,
MAGA 1
Hilton Agribusiness
PO Box 2107
Elizabethtown, NC 28337
Attached is POA for 31-162 Glade Ridge.
Will try to get the last one tomorrow..... until the next round calls in!
Thanks, Curtis.

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-143
Facility Name: The General
County: Duplin
Certified Operator Name: Brandon Norris Operator Number: 1004381
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 Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
N
18
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 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: 2/11/2020
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.
Thrifty Hog, LLC Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
910-862-4549
2/22/2020

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): 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.51 inches
c. line b - line a (inches in red zone) = 1.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 79950 ft2
e. line c/12 x line d x 7.48 gallons/W 74753 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 121058 ft3
h. current herd # 1 3672 certified herd #1 3672
actual waste produced = current herd # x line g =
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 2/6/2020
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)
121058 ft'
0 W
48388 ft3
211243 gallons
1.81 Ibs/1000 gal.
517.7 lbs. PAN
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):
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker Qinches
b. designed 25 yr./24 hr. storm &structural freeboard Qinches
c. line b - line a (inches in red zone) = inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) ft2
e. line c/12 x line d x 7.48 gallons/W gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design Odays
g. volume of waste produced according to structural design Oft3
h. current herd # Icertified herd #Q
actual waste produced =current herd # x line g = ft:3
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
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)
gallons
I lbs/1000 gal.
0 lbs. PAN
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):
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker Qinches
b. designed 25 yr./24 hr. storm &structural freeboard Qinches
c. line b - line a (inches in red zone) = inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) ft2
e. line c/12 x line d x 7.48 gallons/W gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design Odays
g. volume of waste produced according to structural design Oft3
h. current herd # Icertified herd #Q
actual waste produced =current herd # x line g = ft:3
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
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)
gallons
I lbs/1000 gal.
0 lbs. PAN
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):
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker Qinches
b. designed 25 yr./24 hr. storm &structural freeboard Qinches
c. line b - line a (inches in red zone) = inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) ft2
e. line c/12 x line d x 7.48 gallons/W gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design Odays
g. volume of waste produced according to structural design Oft3
h. current herd # Icertified herd #Q
actual waste produced =current herd # x line g = ft:3
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
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)
gallons
I lbs/1000 gal.
0 lbs. PAN
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):
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker Qinches
b. designed 25 yr./24 hr. storm &structural freeboard Qinches
c. line b - line a (inches in red zone) = inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) ft2
e. line c/12 x line d x 7.48 gallons/W gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design Odays
g. volume of waste produced according to structural design Oft3
h. current herd # Icertified herd #Q
actual waste produced =current herd # x line g = ft:3
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
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)
gallons
I lbs/1000 gal.
0 lbs. PAN
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):
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker Qinches
b. designed 25 yr./24 hr. storm &structural freeboard Qinches
c. line b - line a (inches in red zone) = inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) ft2
e. line c/12 x line d x 7.48 gallons/W gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design Odays
g. volume of waste produced according to structural design Oft3
h. current herd # Icertified herd #Q
actual waste produced =current herd # x line g = ft:3
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
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)
gallons
I lbs/1000 gal.
0 lbs. PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRm/24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID:
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
1 line rn =
n.lines1 +2+3+4+5+6=
line rn =
line rn =
line rn =
line rn =
line rn =
517.7 Ib PAN
Ib PAN
Ib PAN
Ib PAN
Ib PAN
Ib PAN
517.7 Ib 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
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs,)
column r x s
u. application window'
13
wheat
7.17
35-00
251.0
Sep -Apr
14
wheat
6.66
37.00
246.4
Sep -Apr
15
wheat
4.65
9.00
41.9
Sep -Apr
161wheat
5.47
32.00
175.01Sep-Apr
17
wheat
3.10
15-00
46.5
Sep -Apr
181wheat
4.621
26.00
120.1
1 Sep -Apr
19
wheat
3.82
13-00
49.7
Sep -Apr
6
wheat
4.801
22.001
105.E
1 Sep -Apr
7
wheat
4.87
73-00
355.5
Sep -Apr
20
wheat
4.781
60-001
286.8
1 Sep -Apr
21
wheat
3.50
47.00
164.5
Sep -Apr
'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) _
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) _
1843.0 Ib. PAN
517.7 Ib. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section III) _
y. Overall PAN balance (w - x) _
1843.0 lb. PAN
-1325 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

PoA (30 Day) 2/21 /00

PoA (30 Day) 2/21 /00