310413_Plan of Action_20200207

Strickland, Bev
From: Jonathan Miller <[e-mail]>
Sent: Friday, February 7, 2020 4:45 PM
To: Coburn, Chad
Cc: Tharrington, Tom; West, Brian S
Subject: [External] High Freeboard Notice for Farm 31-413
Attachments: Richard Lanier (31-413) Brown Farm 30DayPoA (2-7-20).pdf
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ort.s am nc. ov
After all the rain both lagoons at 31-413 are in red. 1-13" 2-15" See attachment for PoA.
Thanks,
Jonathan K. Miller
Office: [phone]
Fax: [phone]
Cell: [phone]
www.agrimentservices.com
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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 2/7/2020
1. Structure Name/Identifier (ID): I Richard/William Lanier #1 FN: 31-413
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/ft3
3. Projected volume of waste liquid produced during draw down period
13.0 inches
1 Q-, 5-11 inches
6.5 inches
43920 ft2
177949 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 61320 ft3
h. current herd # 1860 certified herd #1 1860
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 1 1/2/2020
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)
F1:19n ft'
Oft3
26616 ft3
109627 gallons
1.92 Ibs/1000 gal.
552.1 Ibs. PAN
PoA (30 Day) 2/21 /00 2/7/2020

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 2/7/2020
1. Structure Name/Identifier (ID): I Richard/William Lanier#2 FN: 31-413
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
15.0 inches
19.5 inches
4.5 inches
42636 ft2
119594 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 47589 ft3
h. current herd # 1440 certified herd # 1440
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 1 1/2/2020
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)
475Rq ft'
0 ft3
26337.5 ft3
92162 gallons
1.08 Ibs/1000 gal.
228.7 Ibs. PAN
PoA (30 Day) 2/21 /00 2/7/2020

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: Richard/William Lanier#1
line m =
552.1 lb PAN
2.
Structure ID: Richard/William Lanier#2
line m =
228.7 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
In. lines 1 +2+3+4+5+6= 780.8 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'
3275
1
Small Grain
3.31
23.87
79.0
Oct. - Mar
3275
2
Small Grain
2.55
50.00
127.5
Oct. - Mar
3275
3
Small Grain
2.13
50.00
106.5
Oct. - Mar
3275
4
Small Grain
1.93
25.83
49.9
Oct. - Mar
3275
5
Small Grain
2.32
50.00
116.0
Oct. - Mar
3275
6
Small Grain
2.61
50.00
130.5
Oct. - Mar
3275
7
Small Grain
2.94
20.58
60.5
Oct. - Mar
3275
8
Small Grain
2.54
50.00
127.0
Oct. - Mar
3275
9
Small Grain
2.59
50.00
129.5
Oct. - Mar
3275
10
Small Grain
1.64
21.55
35.3
Oct. - Mar
'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) = 961.7 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line In from section II) = 780.8 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 961.7 lb. PAN
y. Overall PAN balance (w - x) = -181 lb. PAN
PoA (30 Day) 2/21 /00 2/7/2020

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.
Pumping will occur as conditions permit. Have had almost 8" rain in past week.
PoA (30 Day) 2/21/00 2/7/2020