100033_5 day - 30 day POA_20180801 (2)

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PLAN
Facility
Facility
ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
10-33
Bell (tamp Farm
County: -Brunswick
Certified Operator Name: Robert Gene Ward Operator Number.
1. Current liquid level(s) in inches as measured from the current liquid-level'in the lagoon to the
lowest pointl on the top of the dam -for lagoons without spillways; and from the current -liquid level
in -the lagoofi to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID:_ BSF,
Spillway(Y'or N): N
Level(inche f ); 10
'2. Check all applicable items
X Liquid level is within the designed structural freeboard elevations of -one or more structures.
ive and 30 day Plans of Action are attached. Hydraulic and -agronomic balances are
within acceptable ranges:
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.
aste is to be pumped and hauled to off site locations.. Volume.and PAN conten
t of waste
to be pumped and hauled is reflected in section III tables. Included within this plan_is a list
.�f the proposed -sites -with related facility numbers, number of acres and receiving'crbp
-information. Contact and secure approval from thee-DWQ prior to transfer of waste to"a site
rot covered in the facility s.CAWMP.
ieratibri'Wll be partially or fully depopulated.
ttach a complete'.schedule with corresponding animal units -and dates -fro -depopulation -
animals are to be moved to another permitted facility; provide facility number, lagoon
eboard level§.and herd population for the receiving facility
3. 'Earliest p�ssible=date to begin land:application ofwaste: As.weather/field conditions allow
1 hereby certify that] have reviewed the information listed above and included within the
attached -Plan of Action, and to the best of my'knouiied9e and°abilityi,`the infolTriatioti is
accurate anld :to rrect.
Gene
Gene Ward
Owner/Manager (sig
Phone: 91 U-233-6525
Date:
7131/2018

1. ,
If. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Bell Swamp Farm 10-33 line 1= 317414 gallons
i
I 2..structure ID: - line I =
� gallons
3. structure ID: line I = . gallons
4. structure ID: line I = gallons
j
5. structure ID: line I = gallons
6. structure ID: line I = gallons
i
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n. j lines 1 + 2 3 + 4 + , + g = ® gallons
i
o. line n 127164. = 11.69 acre4nches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PEMO01,2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
Fields -with no'remaining PAN balance, no receiving crop, and/or completely saturated are
,not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t, acres
u. remaining
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
PP2
Lynchburg
Soybeans
41.32
53.82
_ 0.5
1,
1
_
1
1
-
1
�
1
1
-
;
1
I
I
i
X. total acres available during 5 day draw down (sum of column t) = 41.32 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA ( Da 2/ line o — 0.28 inches per acre to be applied within 6 days
y) 1700
i

V . I
line x
If unable to land apply hydraulic load listed in line .y, list course of action here including pump
m
and haul, depopulation, herd reduction, etc. For pup.4 haul and herd reduction options,
recalculate new hydraulic -load based on new information.
Irrigation will begin as field and
lweather conditions permit.
Plan to tan apply hydraulic load:
1. Describe "moisture conditions of fields? (e.g. Is there Water standing in field; does irrigation
eauinmenf rnar rinwn in fialri. "trmfrif nk lihP­ ­Ac
Farm has received
_10- v a U'auV11 VVIU Iuut l ul lull, Ulu.
rainfall about every day since mid -July (-approximately 15 inches in the last two weeks):
2. Date and
amount of last rainfall event? -
DATE:
3:.Dates
0,7131/18 AMOUNT: F 3-7-01 inches
of
last waste ---application event per field:
Last irrigait
n event was 7/1.0/18 "(Pivot)
4. -Given optimum
soil and -weather conditions, is irrigation equipment capable of applying the volume in
p
line "n" at appropriate
seasonal i.e. winter application rates within 5 days?
Will irrigate,
s weather.and field_conditons permit.(Pivot)
5. Irrigationischedule
for,next 5 days - include daily schedule; proposed application'rates and amounts
per irrigation
-proposed
event; changes made in gun sizes, nozzles, flop, rings, operating time, travel speed, etc. to
meet
Will irrigate
changes in application rates and amounts- and any other information for consideration.
as weather -and field conditions permit. (Pivot)
PoA (5 Day) 2121/00
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6
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PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1. TOTAL
VOLUME 70 BE LAND APPLIED PER WASTE STRUCTURE
1.� Structure Name/Identifier (ID): Bell Swamp Farm 10-33
2. Current liquid volume in structural freeboard
I
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard)
d. top of dike surface area according to design
(area at below structural freeboard elevation)
j e. line c/12 x line d x 7.48 gallons/ft'
i
3.1 Projected volume of waste liquid produced during draw down period
I
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd # 1 64001 certified herd # 640'0,
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 5 days/line f =
i
4. Total volume of waste to be land applied during 5 day draw down
_:�T0701 inches
12.0 inches
2.0 inches
2000 10 ft2
249333 gallons
180 days
210994 ft'
210994 ft'
---_ J ft3
116666.7 ft'
68081 .gallons
1. total volume to be land applied line a +.line k =
317414 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2121 /00

f '
X. Crop`s remaining PAN balance_ (line v from section III =
y. Overall PAN balance (w _ x) = ) 5571.2 lb. PAN
6458.4 lb. PAN
Line y musty show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depot u' lation, 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
►'arcivinn ��ni01,.
New waste' ample has been submitted to NCDA (thru Brunswick County Cooperative Ext. Office). Irrigation will
begin as weather and field conditons permit.
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PoA 00 Day)' 2121100
1

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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
1. Structure Name/Identifier (ID): Bell Swamp Farm
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
10.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
19.0 inches
c. line b - line a (inches in red zone) =
i
9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
200,000 fig
e. line c/12 x line d x 7.48 gallons/ft3
i
11220001gallons
�
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
210994 ft3
h. current herd # 6400 certified herd # 6400
j actual waste produced = current herd # x line g =
210994 ft3
certified herd #
1. volume of wash water according to structural design
®ft3
j. excess rainfall over evaporation according to -design
-1 i6666 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f=
408483 gallons
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 6/1/2018
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)
PoA (30 Day) 2/21/00
7.86 Ibs/1000 gal.
12029.6 lbs. PAN

II. TOTAL POUNDS OF PAN STORED wITHiN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM,STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Bell Swamp FaRn line m = 12029.6 lb_ PAN
2. Structure ID:
line m = lb PAN
3. ;Structure ID: line rn = lb PAN
4. Structure ID: line m = lb PAN
5. Structure ID: line m = lb PAN
6. Structure ID line rn = lb PAN
n, lines 1 + 2 + 3 ¢•4 + 5 + 6 = 12020.6 lb'PAN
III. TOTAL PAN BALANOI� REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOn_ nn NnT 1 ICT 9z11=1 nc TA tia.u19-1_2 MAKI ^A►...--
0. tract #
t
- �
p. ,field #
- - — - . • . • ••�
g, crop
••• ••••.... ...�
r.• acres
.zr r �.�ar uvr[uv_V
s. remaining IRR
2 PAN balance
(lb/acre)
1,M0 su
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column rxs
UAT t 1:111UL).
u.•application window'
PP2
Soybeans
41.32
53.82
2223.8
4/01-9115
i
F4
Soybeans
24.98
134.00
3347.3
4/01-9/15
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-
-- _ -. -�-.._...� 11 uc z► 11 uN aNNnc duVn oeginning awe Tor available
receiving cro s during 30 day draw down period.
V. Total PAN available for all Melds (svm of column t) = 5571:2 Ib: PAN
IV, FACILITY'S PoA OVERALL PAN BALANCE
w-a Total PAN to. -be land applied .(line n from section 11) = 12029.6 lb'. PAN
PoA (30 Day) 2/21/00