HomeMy WebLinkAbout310160_201900775_20190412PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-160
Facility Name:
Certified Operator Name:
County: Dupl i n
Carter & Sons Farm
Clay Carter Operator#: 16359
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 Structure 2
Lagoon Name (ID): 1 2
Spillway (Yes or No): No No
Level (inches): 18"
2. Check all applicable items
Structure 3
3
me
Structure 4
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
#NAME?
3. Earliest possible date to begin land application of waste: 4/15/2019
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.
Clay Carter Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
Cover Page Carter & Sons (31-160) PoA30day (4-12-19)
4/12/2019
Page 1 of 1
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: Carter & Sons #1 (31-160)
line m = 445.1
lb PAN
2.
Structure ID: Carter & Sons #2 (31-160)
line m = -42
lb PAN
3.
Structure ID: Carter & Sons #3 (31-160)
line m = -226
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. 20" 176.3 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'
3972
1
Fescue
3.84
3.25
12.5
8/1 - 7/31
3972
2
Fescue
2.90
3.33
9.7
8/1 - 7/31
3972
3
Bermuda Pasture
3.32
146.00
484.7
3/1 - 9/30
3972
4
Bermuda Pasture
2.87
146.00
419.0
3/1 - 9/30
3972
5
Fescue
2.97
66.85
198.5
8/1 - 7/31
3972
6
Fescue
2.89
18.07
52.2
8/1 - 7/31
3972
PVT
Fescue
26.30
47.74
1255.6
8/1 - 7/31
3972
11
Bermuda Pasture
1.07
222.00
237.5
3/1 - 9/30
3972
12
Bermuda Pasture
2.68
222.00
595.0
3/1 - 9/30
3972
13
Bermuda Pasture
1.33
222.00
295.3
3/1 - 9/30
3972
14
Bermuda Pasture
2.57
222.00
570.5
3/1 - 9/30
3972
15
Bermuda Pasture
0.83
222.00
184.3
3/1 - 9/30
3972
16
Bermuda Pasture
1.05
222.00
233.1
3/1 - 9/30
'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) = 4547.9 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 176.3 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 4547.9 lb. PAN
y. Overall PAN balance (w - x) = -4372 lb. PAN
Summary Carter & Sons (31-160) PoA30day (4-12-19) Page 1 of 2
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.
Waste will be applied as soon as weather permits.
Summary Carter & Sons (31-160) PoA30day (4-12-19) 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 Carter & Sons #1 (31-160)
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 1.5 inches
d. top of dike surface area according to design
20" 82,836 1ft2
e. line c/12 x line d x 7.48 gallons/ft3 77,452 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 80,706 1ft3
h. current herd # 2,448 certified herd # 2,448
actual waste produced = current herd # x line g = 80,706 ft3
certified herd #
i. volume of wash water according to structural design Oft
j. excess rainfall over evaporation according to design 61,200 Ift3
k. (lines h + i + j) x 7.48 x 30 days/line f= 176,909 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/18/2019 1.75 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 445.1 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Carter & Sons (31-160) PoA30day (4-12-19) Page 1 of 1
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 Carter & Sons #2 (31-160)
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) _ -5 inches
d. top of dike surface area according to design
20" 69,355 ft2
e. line c/12 x line d x 7.48 gallons/W-194,540 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 80,705 ft3
h. current herd # 2,448 certified herd # 2,448
actual waste produced = current herd # x line g = 80,705 ft'
certified herd #
i. volume of wash water according to structural design OW
j. excess rainfall over evaporation according to design 60,433 W
k. (lines h + i + j) x 7.48 x 30 days/line f= 175,952 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/18/2019 2.28 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = -42 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 2 Carter & Sons (31-160) PoA30day (4-12-19) Page 1 of 1
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 Carter & Sons #3 (31-160)
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 25.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) _ -6 inches
d. top of dike surface area according to design
20" 81696 ft2
e. line c/12 x line d x 7.48 gallons/W-280081 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 # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft'
certified herd #
i. volume of wash water according to structural design OW
j. excess rainfall over evaporation according to design 49875 W
k. (lines h + i + j) x 7.48 x 30 days/line f= 213096 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/18/2019 3.38 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = -226 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 3 Carter & Sons (31-160) PoA30day (4-12-19) Page 1 of 1