640067_Closure_20231113

•#-
This plan has been prepared for:
Swift Creek Hog Farm
Cummins Inc.
500 jackson Street
Columbus, 1N 47201
252
Closure Plan
12122/2022
This plan has been developed by:
Nash Soil &Water Conservation
J. Edward Long
1006 Eastern Avenue, Room 107
Nashville, NC 27856
252-459-4116 Ext. 3
Developer Signature
Type of Plan: Nutrient Management with Closure Cleanout Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date

Sources in Plan
Closure Plan
Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is included in this plan.
U 1001
Lagoon 1 waste generated 1,234.506 gaWyear by a 0 Swine Lagoon Sludge - Farrow -Wean
operation. This production facility has waste storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected
10.570
Incorporated-4 wks or less
following application
10,570
Incorporated-5 wks to 3 mos
following application
8,808
Broadcast
8,808
Irrigated
8,808
Max. Available
PAN (Ibs)
Actual PAN
Applied (Ibs)
PAN Surplus 1
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/ Deficit
(Gallons)
Year 1
8,808
8,857
(49)
1,241 396
(6,890)
3/15/2023 4.15 34 PM 1 14

Sources in Plan
Closure Plan
U 1002
Lagoon 2 waste generated 520,860 gals/year by a 0 Swine Lagoon Sludge - Farrow -Wean
operation. This production facility has waste storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected
636
Incorporated-4 wks or less
following application
636
Incorporated-5 wks to 3 mos
following application
530
Broadcast
530
Irrigated
530
Max. Available
PAN (Ibs) '
Actual PAN
Applied (Ibs)
PAN Surplus !
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus! Deficit
(Gallons)
Year 1
530
572
(42)
562,328
(41,468)
3/15/2023 4:15:34 PM 214

Sources in Plan
Closure Plan
U 1003
Lagoon3,5 waste generated 1,900.509 gaislyear by a 0 Swine Lagoon Sludge - Farrow -Wean
operation. This production facility has waste storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected
16,985
Incorporated-4 wks or less
following application
16,985
Incorporated-5 wks to 3 mos
following application
14.154
Broadcast
14,154
Irrigated
14,164
Max. Available
PAN (Ibs) "
Actual PAN
Applied (Ibs)
PAN Surplus /
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/ Deficit
(Gallons)
Year 1
14,154
25,440
(11,286)
3.415 936
(1,515,427)
3.15/2023 4 15:34 PM 314

Sources in Plan
Closure Plan
U 1004
Lagoon 4 waste generated 231,122 galslyear by a 0 Swine Lagoon Sludge - Wean -Feeder
operation. This production facility has waste storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected
792
Incorporated-4 wks or less
following application
792
Incorporated-5 wks to 3 mos
following application
660
Broadcast
660
Irrigated
660
Max. Available
PAN (Ibs) `
Actual PAN
Applied (Ibs)
PAN Surplus 1
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/ Deficit
(Gallons)
Year
660
714
(54)
250,161
(19,039)
3/15/2023 4:15:34 PM 414

Waste Storage Closure Source Description
Closure Plan
SOURCE: Lagoon 1
Date Measured: 12/13/2022
Lagoon Dimensions: TOP - 260 X 88; BOTTOM - 220.1 X 48.1; SIDE SLOPES - 1.5:1
Liquid Depth: 3.90 ft.;
Liquid Volume: 537,460 gallons.
Waste Sample #: 3025
Sludge Depth: 6.90 ft.;
Sludge Volume: 697,046 gallons.
Waste Sample #: 3025
Liquid Depth: 10.10 ft.;
Liquid Volume: 482,903 gallons.
Waste Sample #: 3025
Sludge Depth: 2.10 ft.;
Sludge Volume: 37,957 gallons.
Waste Sample #: 3025
Liquid Depth: 6.10 ft.;
Liquid Volume: 1,159,050 gallons.
Waste Sample #: 3025
Sludge Depth: 5.20 ft.;
Sludge Volume: 741,459 gallons.
Waste Sample #: 3025
Liquid Depth: 7.10 ft.;
Liquid Volume: 197,093 gallons.
Waste Sample #: 3025
Sludge Depth: 2.20 ft.;
Sludge Volume: 34,029 gallons.
Waste Sample #: 3025
U 1001
Lagoon 1 is an animal waste storage structure that is no longer in operation and is being closed as part of a
closure plan. There are an estimated 1,234,506 gals in this structure prior to closure.
Estimated Plant Available Nitrogen
Application Method
(Ibs N/1000 gals)
Source Total (Ibs)
Injected
8.57
10,570
Incorporated-4 wks or less following
application
8.57
10,570
Incorporated-5 wks to 3 mos
following application
7.14
8,808
Broadcast
7.14
8,808
Irrigated
7.14
8,808
Max. Available PAN (Ibs) "
Actual PAN Applied (Ibs)
PAN Surplus / Deficit (Ibs)
Actual Volume Applied
(Gallons)
Volume Surplus/ Deficit
(Gallons)
8,848
8,857
(49)
1,241,396
(6,890)
1 �=J
Note: In Source ID, S means standard source, U means user defined source.
* Maximum PAN Available is calculated on the basis of the actual application method(s) identified in the plan for this source.
7/1Clnn11 7 —C.GC MRA 4 - A

Waste Storage Closure Source Description
Closure Plan
SOURCE: Lagoon 2
Date Measured: 12/13/2022
Lagoon Dimensions: TOP - 260 X 88; BOTTOM - 220.1 X 48.1; SIDE SLOPES - 1.5:1
Liquid Depth: 3.90 ft.;
Liquid Volume: 537,460 gallons.
Waste Sample #: 3025
Sludge Depth: 6.90 ft.;
Sludge Volume: 697,046 gallons.
Waste Sample #: 3025
Liquid Depth: 10.10 ft.;
Liquid Volume: 482,903 gallons.
Waste Sample #: 3025
Sludge Depth: 2.10 ft.;
Sludge Volume: 37,957 gallons.
Waste Sample #: 3025
Liquid Depth: 6.10 ft.;
Liquid Volume: 1,159,050 gallons.
Waste Sample #: 3025
Sludge Depth: 5.20 ft.;
Sludge Volume: 741,459 gallons.
Waste Sample #: 3025
Liquid Depth: 7.10 ft.;
Liquid Volume: 197,093 gallons.
Waste Sample #: 3025
Sludge Depth: 2.20 ft.;
Sludge Volume: 34,029 gallons.
Waste Sample #: 3025
U 1002
Lagoon 2 is an animal waste storage structure that is no longer in operation and is being closed as part of a
closure plan. There are an estimated 520,860 gals in this structure prior to closure.
Estimated Plant Available Nitrogen
Application Method
(Ibs N/1000 gals)
Source Total (Ibs)
Injected
1.22
636
Incorporated-4 wks or less following
application
1.22
636
Incorporated-5 wks to 3 mos
following application
1.02
530
Broadcast
1.02
530
Irrigated
1.02
530
Max. Available PAN (Ibs) '
Actual PAN Applied (Ibs)
PAN Surplus ! Deficit (Ibs)
Actual Volume Applied
(Gallons)
Volume Surplus/ Deficit
(Gallons)
530
572
(42)
562,328
(41,468)
Note: In Source ID, S means standard source, U means user defined source.
' Maximum PAN Available is calculated on the basis of the actual application method(s) identified in the plan for this source.

Waste Storage Closure Source Description
Closure Plan
SOURCE: Lagoon3,5
Date Measured: 12/13/2022
Lagoon Dimensions: TOP - 260 X 88; BOTTOM - 220.1 X 48.1; SIDE SLOPES - 1.5:1
Liquid Depth: 3.90 ft.;
Liquid Volume: 537,460 gallons.
Waste Sample #: 3025
Sludge Depth: 6.90 ft.;
Sludge Volume: 697,046 gallons.
Waste Sample #: 3025
Liquid Depth: 10.10 ft.;
Liquid Volume: 482,903 gallons.
Waste Sample #: 3025
Sludge Depth: 2.10 ft.;
Sludge Volume: 37,957 gallons.
Waste Sample #: 3025
Liquid Depth: 6.10 ft.;
Liquid Volume: 1,159,050 gallons.
Waste Sample #: 3025
Sludge Depth: 5,20 ft.;
Sludge Volume: 741,459 gallons.
Waste Sample #: 3025
Liquid Depth: 7.10 ft.;
Liquid Volume: 197,093 gallons.
Waste Sample #: 3025
Sludge Depth: 2.20 ft.;
Sludge Volume: 34,029 gallons.
Waste Sample #: 3025
U 1003
Lagoon3,5 is an animal waste storage structure that is no longer in operation and is being closed as part of a
closure plan. There are an estimated 1,900,509 gals in this structure prior to closure.
Estimated Plant Available Nitrogen
Application Method
(Ibs N11000 gals)
Source Total (Ibs)
Injected
8.95
16,985
Incorporated-4 wks or less following
application
8.95
16,985
Incorporated-5 wks to 3 mos
following application
7.46
14,154
Broadcast
7.46
14,154
Irrigated
7.46
14,154
Max. Available PAN (Ibs) `
Actual PAN Applied (Ibs)
PAN Surplus ! Deficit (Ibs)
Actual Volume Applied
(Gallons)
Volume Surplus/ Deficit
(Gallons)
14,154
25,440
(11,286)
3,415,936
(1,515,427)
Note: In Source ID, S means standard source, U means user defined source.
Maximum PAN Available is calculated on the basis of the actual application method(s) identified in the plan for this source.
i, 14 CA 4C.CC nkA 7 A

• F Waste Storage Closure Source Description
Closure Plan
SOURCE: Lagoon 4
Date Measured: 12/13/2022
Lagoon Dimensions: TOP - 260 X 88; BOTTOM - 220.1 X 48.1; SIDE SLOPES - 1.5:1
Liquid Depth: 3.90 ft.;
Liquid Volume: 537,460 gallons.
Waste Sample #: 3025
Sludge Depth: 6.90 ft.;
Sludge Volume: 697,046 gallons.
Waste Sample #: 3025
Liquid Depth: 10.10 ft.;
Liquid Volume: 482,903 gallons.
Waste Sample #: 3025
Sludge Depth: 2.10 ft.;
Sludge Volume: 37,957 gallons.
Waste Sample #: 3025
Liquid Depth: 6.10 ft.;
Liquid Volume: 1,159,050 gallons.
Waste Sample #: 3025
Sludge Depth: 5.20 ft.;
Sludge Volume: 741,459 gallons.
Waste Sample #: 3025
Liquid Depth: 7.10 ft.;
Liquid Volume: 197,093 gallons.
Waste Sample #: 3025
Sludge Depth: 2.20 ft.;
Sludge Volume: 34,029 gallons.
Waste Sample #: 3025
U 1004
Lagoon 4 is an animal waste storage structure that is no longer in operation and is being closed as part of a
closure plan. There are an estimated 231,122 gals in this structure prior to closure.
Estimated Plant Available Nitrogen
Application Method
(Ibs N11000 gals)
Source Total (Ibs)
Injected
3.43
792
Incorporated-4 wks or less following
application
3.43
792
Incorporated-5 wks to 3 mos
following application
2.86
660
Broadcast
2.86
660
Irrigated
2.86
660
Max. Available PAN (Ibs) `
Actual PAN Applied (Ibs)
PAN Surplus / Deficit (Ibs)
Actual Volume Applied
(Gallons)
Volume Surplus/ Deficit
(Gallons)
660
714
(54)
250,161
(19,039)
Note: In Source ID, S means standard source, U means user defined source.
" Maximum PAN Available is calculated on the basis of the actual applicat}on method(s) identified in the plan for this source.
nla Cfn- A.4 C.CO MR A . A

W
LM
Planned Crops Summary
Closure Plan
ie table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
id Plant Available Nitrogen (PAN) recommendations are also provided for each crop as well as the crop's P205 Removal Rate.
-ie Leaching Index (LI) and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where
Bailable.
a filed's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
omass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
dditional applications of manure. Regardless of the PLAT rating starter fertilizers may be recommended in accordance with
orth Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the
allowing table if the field's PLAT rating is High or Very High.
Tract
Field
Total
Acres
Wettable
Acres
SMU
LI
Crop Name
RYE
Recom-
mended
PAN
PLAT
Rating
P205 (lbslacre)
Crop
Removal Applied
3646 —
2
1.1
0.9
NoA
NA
Watermelons (Irrigated)
0 Tons
120 Low
0
NA
3645 —
3
1.9
1.8
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Low 0
NA
3645 —
4
23.1 22.6
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Medium
1 Q
NA
3645 --
5 1
4.8
4.2
NoA
NA
Watermelons (irrigated)
0 Tons
120
Low
0
NA
3645 -- 6
4.5
4.2
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
3645—L
7
11.4
11.3
Nod
NA
Watermelons (Irrigated)
0 Tons
120
Medium
1 0
NA
3645 —
8
8
7.9
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
3645 _
9
9.6
9.2
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Low 0
NA
3669 _
11
22.9
21.4
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Medium
0
NA
3669 —
14 13.9 13.9
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
3669 ^-
20
0.7
0.6
NoA
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
3670 —
1
7.7
7.6
Nod
NA
Small Grain Cover
0 Tons
25
Low
D
NA
3115/2023 416:07 PM 1 f 5

am
Planned Crops Summary
Closure Plan
3670 _
2
8.7
8.3
BoB
NA
Small Grain Cover
0 Tons
25
Low
0
N
3670 -
3
6.3
5.9
BoB
NA
Small Grain Cover
0 Tons
25
Low
0
N
3670 -
4
14.3
13.4
GoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
3670 -
5
6.3
5.6
GoA
NA
Small Grain Cover
0 Tons
25
Low
1 0
N
Corn. Grain
156 Bushels
148
Law
69
N
3670 -
6
11.9
10.1
Rai
NA
Small Gran Cover
0 Tons
1 25
Low
D
N
3670
7
10.3
9.3
NoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
3670 _
8
3.4
3.2
Rai
NA
Small Grain Cover
0 Tons
25
Low
0
N
Corn, Grain
150 Bushels
135
Low
fib
N
3670 -
12
3.3
3
NoB
NA
Small Grain Cover
0 Tons
25
Low
0
N
3670 --
13
4.3
3.$
NoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
Corn, Grain
138 Bushels
131
Low
61
N
3670 --
14
3.2
2.8
NoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
Corn, Grain
138 Bushels
131
Low
61
N
3670
15
4.4
4
AaA
NA
Small Grain Cover
0 Tons
25
Unknown
0
N
Corn, Grain
156 Bushels
148
Unknown
69
N
3670
17
25.2
22.9
GoA
NA
Small Grain Cover
0 Tons
25
Medium
0
N
3681
2
12.1
11.4
NoA
NA
Small Grain Overseed
0 Tons
50
Low
0
N
Common Bermudagrass Hay
5 Tons
23D
Low
60
N
3681
4
3.8
3.8
NoA
NA
Small Grain Overseed
0 Tons
56
Low
0
N
Common Bermudagrass Hay
5 Tons
230
Low
60
N
3703 -
1
4.3
3.5
NoA
NA
3/15/2023 4.16.07 PM 2 /

EM
Planned Crops Summary
3703
2
4.9
4.2
NoA
NA
3703 - 3
5.1 4.2
NOA NA
3703 -
4 8.2
7.9 NoB
NA
3703 _
6
51.7
46.4
NoB I
NA
3719 _ 1 1 2.9
2.5
Rai
NA
3719 --
2
8.7
8.2
NoB I NA
3719 --
3
0
0
NoB
I NA
3719 --
4
3.1
2.9
NoB
NA
3719
5
3.2
2.8
NoA
NA
3719-1.6
2.2
2.2
Rai
NA
3719 -
7
3.6
3.2
Rai
NA
3719 -
8
26.7
26.1
NoA
I NA
3719 -
9
4.1
4.1
NoA
NA
3719
10
2
2
NoB
NA
3719 _
11
3.3
3.3
NoB NA
MID _
12
10.5L
10,5
NoA
NA
3741 -
1
1 5.1
4.3 God
NA
Closure Plan
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (irrigated)
0 Tons
120
low
D
NA
Watermelons (Irrigated)
0 Tons I
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
120
Low 1
0
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated) L 0 Tons
1 120 Low
0
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
120
Low
Q
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
120
low
0
NA
Watermelons (Irrigated)
0 Tons
120
Medium
0 NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
120
Low
0
NA
Watermelons (Irrigated)
0 Tons
1 120
Low
1 0 NA
Watermelons (Irrigated)
0 Tons
120
Medium
0
NA
Small Grain Cover
0 Tons
25
Low
D
NA
Corn, Grain
156 Bushels
148
Low
69
NA
3/15/2023 4.16:07 PM 3 0 5

Planned Crops Summary
Closure Plan
3741 -
2
13.5 12.2
NOA
NA
Small Grain Cover
0 Tons
25
Medium
01
n
Corn, Grain
138 Bushels
131
Medium
61
N
3741 —
3
8.4
8
NoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
Corn, Grain
138 Bushels
131
Low
61
N
4622 --
2
17.4
17.3
GoA
NA
Small Grain Cover
0 Tons
25
Low
0
IN
Cotton
925 Pounds
82
Low
27
IN
4622
3
30.5
28.7
NoA
NA
Small Grain Cover
0 Tons
25
Low
D
IN
Colton
675 Pounds
78
Low
26
IN4622
—
4
10.6
9.3
Nal3
NA
Small Grain Cover
D Tons
25
Medium
0
N
Colton
858 Pounds
76
Medium
25
N
4622 --
6
13.1
11.3
Nob
NA
Small Grain Cover
0 Tons
25
Low
0
N
Cotton
858 Pounds
76
Low
25
N
4622 _
7
11.4
10.3
NoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
Cotton
875 Pounds
7$
Low
26
N
4622 _
8
14.7
10.3
NoA
I NA
Small Grain Cover
0 Tons
25
Medium
0
N
Cotton
875 Pounds
78
Medium
26
N
4622 --
11
3.3
1.9
GoA
NA
Small Grain Cover
0 Tons
25
Low
1 0
N
Cotton
925 Pounds
82
Low
1 27
N
4733 --
2 8.7
8.3
NoA
NA
Small Grain Cover
0 Tons
25
Low
0
N
Corn, Grain
138 Bushels
131
Low
fit
N
4733 —
1. 3
2.9
2.6
NoA
NA
Small Grain Cover
0 Tons
25
Medium
0
N
Corn, Grain
138 Bushels
131
Medium
fit
N
6870 -
6
21.3
19.6
NoA
NA
Small Grain Cover
0 Tons
25
Low
1 0
N
6870 —
7
33
31.2
Nob
NA
3/15/2023 4:16:07 PM 4

Planned Crops Summary
Closure Plan
Small Grain Cover
0 Tons
25
Low
0
NA
6870 --
8
9.2
8.6
Nod
NA
Small Grain Cover
0 Tons
25
Low
0
NA
6870 -
9
12.2 12.2
NoA
NA
Small Grain Cover
0 Tons
25
Low
D
NA
6870 -
10
49.2
48.6
Nob
NA
Small Grain Cover
0 Tons
25
Low
1 0
NA
6870 -
11
6.2
5.6 Nod
NA
Small Gran Cover
0 Tons
25
Low
1 0
NA
7467 1
1 11.8L 1.8
NoA
NA
Small Grain Overseed
0 Tons 50
Low
0
NA
Common Bermudagrass Hay
5 Tons 230
Low
60
NA
Totals: 644.10
599,20
lotes: 1. In the tract column, symbol means leased, otherwise, owned.
Ll
Potential Leaching
Technical Guidance
Low potential to contribute to soluble nutrient
None
s2
leaching below the root zone.
Moderate potential to contribute to soluble nutrient
Nutrient Management (590) should be planned.
> = 2 & < = 10
leaching below the root zone.
High potential to contribute to soluble nutrient
Nutrient Management (590) should be planned. Other conservation
leaching below the root zone.
practices that improve available water holding capacity of soil and
improve nutrient use efficiency should be considered. Examples are
> 10
Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328),
Long -Term No -Till (778), and edge -of --field practices such as Filter
Strips(393) and Riparian Forest Buffers (391).
P Loss Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
26 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
31512023 4.16.07 PM 515

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Required Soil Test Values
Closure Plan
The Required Soil Test Values shown in the following table provide a summary of recommended actions that
should be taken based off information provided at time of soil tests. Fields that receive manure must have a soil
analysis conducted at least once every three years. High levels of zinc and copper can adversely affect plant
growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels.
Site life can be estimated by dividing the amount of copper and zinc to be applied in Ibs/acre by 0.036 and 0.071,
respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc,
we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop
based on the first crop listed on the most recent soil sample. Application of lime at recommended rates is
necessary to maintain soil pH in the optimum range for crop production. If the first crop or rotation changes, these
recommendations may need to be reevaluated to ensure optimal ranges ofr crop production are maintained.
Tract ID
Field ID
Crop(s)
pH
Lime Recom.
for Crop(s)
(tonsfacre)
Cu-1
Copper
Recommendation
Zn4
Zinc
Recommendation
3645
2
68
0, 0
1,15
0 0
118
0.0
3645
3
68
0, 0
105
0.0
118
0.0
3645
4
64
0 0
100
0.0
70
0, D
3645
5
6
0,0
V
0 0
55
0.0
3645
6
6.5
0,0
75
0,0
50
0.0
3645
7
6.4
0,0
95
0,0
63
0, 0
3645
8
6.2
0,0
70
0,0
50
0.0
3645
9
6.6
0,0
80
0,0
80
0,0
3669
11
6.8
0.0
120
0,0
60
0,0
3669
14
6.5
0,0
130
0,0
43
0,0
3669
20
6.1
0,0
200
0, 0
63
0,0
3670
1
6.4
0,0
120
0,0
175
0,0
3670
2
6.3
0,0
190
0,0
303
0,0
3670
3
6.2
0,0
140
0.0
205
0,0
3670
4
6.4
0, 0
160
0,0
165
0,0
3670
5
5.9
0,0
360
0,0
238
0,0
3670
6
6
0,0
130
0.0
258
0,0
3670
7
6.5
0.0
75
0,0
48
0,0
3670
8
5.8
0.0
305
0,0
233
0,0
3670
12
6.5
0,0
170
0,0
138
0.0
3670
13
5.7
0,0
165
0,0
210
0,0
3 1512023 4:17:17 PM 113

Required Soil Vest Values
Closure Plan
3670
14
6.6
0,0
60
0, 0
65
0,0
3670
15
6.8
0,0
370
0, 0
243
0.0
3670
17
6.4
0.0
115
0, 0
165
0,0
3681
2
5.6
0,0
869
0,0
1094
0.0
3681
4
5.2
0.0
345
0, 0
549
0,0
3703
1
6
0,0
55
0, 0
158
0,0
3703
2
6.4
0, 0
55
0, 0
58
0.0
3703
3
6.3
0,0
60
0, 0
50
0,0
3703
4
6.2
0, 0
95
0, 0
70
0,0
3703
6
6.9
0, 0
90
0, 0
68
0,0
3719
1
6.1
0, 0
200
0, 0
63
0,0
3719
2
6.5
0, 0
160
0,0
85
0,0
3719
3
6.4
0, 0
75
0.0
48
0,0
3719
4
5.3
0,0
135
0, 0
68
0,0
3719
5
6.6
0, 0
175
0, 0
73
0,0
3719
6
6.3
0, 0
150
0, 0
80
0,0
3719
7
5.9
0, 0
185
0,0
88
0, 0
3719
8
6.3
0, 0
110
0,0
53
0,0
3719
9
6.4
0, 0
75
0,0
43
0,0
3719
10
6.7
0.0
95
0,0
48
0.0
3719
11
6.6
0, 0
105
0, 0
73
0,0
3719
12
6.4
0, 0
155
0, 0
75
0.0
3741
1
5.9
0.0
145
0, 0
280
0,0
3741
2
5.9
0,0
150
0,0
325
0,0
3741
3
5.8
0,0
150
0,0
358
0,0
4622
2
6.5
0.0
65
0,0
60
0,0
4622
3
6.5
0, 0
65
0,0
60
0,0
4622
4
6.4
0,0
155
0,0
365
0,0
4622
6
6.7
0,0
120
0.0
108
0,0
7
6.2
0,0
205
0, 0
255
0.0
F4622
4622
8
6.4
0,0
155
0,0
365
0.0
3/15/2023 4:17:17 PM 213

Required Soil Test Values
Closure Plan
4622
11
6.7
0,0
120
0 0
108
0 0
4733
2
6.7
0.0
155
0 0
308
0 0
4733
3
5.9
0.0
150
0 0
325
0 0
6870
6
72
110
0 0
100
0 0
6870
7
V .2
0,0
110
0.0
100
0.0
6870
8
69
0,0
120
0 0
120
0.0
61370
9
7.2
),0
130
0 0
108
0 0
6870
10
7
).0
130
0.0
160
0 0
6870
11
6.6
0,0
80
0.0
120
0 0
7467
1
56
0,0
1190
0,0
935
0 0
Zinc and Copper Toxicity Levels in Soils
Metal
Soil Test Index
Recommended Action
Zn
300
Limit appiir:ation din peanum. Maintain soil pH — 6.0.
500
Cease application on peanut land. Maintain soil pH — 6.0_
2000
Caution. seek alternative site (all crops). Maintain soil pH — 6.0.
3000
Cease application (all crops). Maintain soil pH > : 6.0.
Cu
2000
Caution- seek alternative site (all crops), Maintain soil pH — 6.0.
3000
Cease application (all crops). Maintain soil pH — 6.0.
3l15l2023 4:17:17 PM 313

Closure Plan
12/22/2022
Type of Plan: Nutrient Management with Closure Cleanout Only
Narrative:
Lagoons will be agitated and waste removed and land applied according to the closure plan.
Once all liquid waste is removed, the lagoons will be scraped and that material will be land applied
according to the closure plan.
The lagoons will be breeched and or backfilled with aprropriate material. See attached plan and
specifications.
3/16/2023 4:28:34 PM 1 1 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use of
the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, storical data,
climatic conditions, and level of management, unless there are regulations
that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office Technical
Guide Standard 393 - Filter Strips).
s. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.

s. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is applied
to conservation tilled crops or grassland, the waste may be broadcast
provided the application does not occur during a season prone to flooding
(see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
s. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates
on these soils should be held to a minimum and a suitable winter cover crop
planted to take up released nutrients. Waste shall not be applied more than
30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied
from a lagoon that is a component of a swine farm shall be at least 50 feet
from any residential property boundary and canal. Animal waste, other than
swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet

13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainage ways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied
on grassed waterways that discharge directly into water courses, and on
other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan" which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.

*F i
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant with
no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen shall
be the rate -determining nutrient, unless other restrictions require waste to
be applied based on other nutrients, resulting in a lower application rate
than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum
of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall
be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.

Date: 09 c9r2022
WASTE UTILIZATION MAP
Client(s)-SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
District NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Ass sted By: John Long
State and County: Nash County, North Carolina
Legal Description: Tract 3681
Legend Prepared with assistance from USDA -Natural Resources Conservation Service
0 330 660 1,320 1,980
TRACTNBR Ditch_Buffer_25_ft
3681 ® Property_Lines_Buffer_25_Ft
O Well ® Non_ Farm_ Residence _Buffer_200_Ft
® Well —Buffer 100_Ft
Feet

r
Y4 5
rj 'e, A

Date: 01/0912022,,
P,1_V-1141j1[AMIMCa r 1
Client(s) SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
Distr.ct: NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
Legal Description: Tract 3741
_egend Prepared with assistance from USDA -Natural Resources Conservation Service
rRACTNBR Ditch_Buffer..25 Ft
3741 F/7- Property_Lines Buffer 25_Ft
O Well ® Non —Farm —Residence —Buffer 200_Ft
® Well_Buffer_100_Ft
Roads
0 330 660 1,320 1,980
Feet
Streams

Date:09/0912022
WASTE UTILIZATION MAP
Client(s):SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
District: NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
Legal Description: Tract 4733
Legend Prepared with assistance from USDA -Natural Resources Conservation Sear
TRACTNBR Ditch Buffer 25 Ft
4733 Property Lines—Buffer_25 Ft
® Well ® Non_ Farm_ Residence_ Buffer 200—Ft
® Well _Buffer-100_Ft
Roads
Streams
0 330 660 1,320 1,980
Fe

Date: 09/b9/2022
WASTE UTILIZATION MAP
Client(s):SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
Distr-ct: NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
_egend Prepared with assistance from USDA -Natural Resources Conservation Service
ERACTNBR Ditch,Buffer_25_Ft
3670 ® Property_Lines_Buffer_25_Ft
• Well ® Non_ Farm_ Residence_ Buffer 200_Ft
- Streams ® Well Buffer..100_Ft
Roads ® Surface WaterBuffer
0 330 660 1,320 1,980
Feet

� Date: 0310212023
' ' WASTE UTILIZATION MAP
Client(s): SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
District: NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
Legal Description: Tract 3703
Prepared with ass stance from USDA -Natural Resources Conservation Sery
3703
P ro pe rty_ L i n e_ B u ffe r_2 5_ F t
® Ditch_ Buffer _25_Ft
® Well_Buffer_100_Ft
Streams
0 330 660 1,320 1,980
Fe
Roads

Date- 0102�2023
WASTE UTILIZATION MAP
lient(s): SWIFT CREEK HOG FARM
)istrict: NASH SOIL & WATER CONSERVATION DISTRICT
egal Description: Tract 3645
Field Office: NASHVILLE SERVICE CENTER
Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
Prepared with assistance from USDA -Natural Resources Conservation Service
3645
0 330 660 1,320 1,980
Prope rty_Line_Buffer 25_Ft
Ditch_ Buffer _25_Ft
Well:Buffer_100_Ft
Streams
Feet
n..-A-

9.
x
�•, `fit. -'.t�x''� � �s{�`�.y a? .?�'� °� � y �.
,. _ .,. �. ram.` : � �> �.-sY,#�`�•-`
4n{'Y
t' '�vy,�k•.�� ,,�ice' ��,$r �' s � !�
"I
~*,.`,{,r•- r�'. "'Ra Y# th`r;�SFr..,�;' —iF� w �f4t},� •# -''—'
;C. k� <' kY. w �;g��,. �v� : - ti:.,,:�'' ,.L,� �. x ;'2i � , y� � #�`n Y '� . t �, . • Y}
NO
Ri}- F •:p++:-. m*1k4::z ,� �:4 xi {_ lf—*,,,-''r f- }� ' f�� F,•
wom
. 1. -. . a

Date: 03/0212023
WASTE UTILIZATION MAP
Oent{s}; SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
hstrict: NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
aa� C7scnpticn Tract 3669
Property_Line_Buffer_25_Ft
Ditch —Buffer 25_Ft
Well Buffer 100 Ft
Streams
0 330 660 1,320 1,980
Feet
n--. -

,r .A Date:11/21/2022
WASTE UTILIZATION MAP
Client(s):SWIFT CREEK HOG FARM Field Office: NASHVILLE SERVICE CENTER
District: NASH SOIL & WATER CONSERVATION DISTRICT Agency: MRCS
Assisted By: John Long
State and County: Nash County, North Carobna
Tract 6870
TRACTNBR Prepared with assistance from USDA -!Natural Resources Conservation Servi
6870
Property_Line_Buffer 25_Ft
Ditch Buffer 25 Ft
Streams
0 330 660 1,320 1,980
Fe
Roads

Date: 11121.12022
WASTE UTILIZATION MAP ''
F' Id Off' - NASHVILLE SERVICE CENTER
lient(s): SWIFT CREEK HOG FARM ie ice.
istrict: NASH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Assisted By: John Long
State and County: Nash County, North Carolina
agal Description: Tract 4622
4622
Property_Line_Buffer 25_Ft
3M Ditch_Buffer4
0 Well
y
Well Buffer _100_Ft
Roads
Prepared with assistance from USDA -Natural Resources Conservation Service
0 330 660 1,320 1,980
Feet

Waste Impoundment Closure Specifications
Operator: 1"r- 1-5w,-F4 Creek Hag Fur0%
1. Scope
The work consists of the removal and land application of waste impoundment liquid and sludge from
1_1%�, 3•.5, waste impoundments(s) with a total surface area of approximately
acres. Lana application must be in accordance with the rates and under the conditions specified in the waste
impoundment closure plan.
Any pipes adding runoff or manure to the waste impoundment must have the outlets removed. All surface
water runoff should be diverted away from the waste impoundment, including water from buildings roofs,
abandoned feedlots, and cropland. Installation of principle and emergency spillways will be required if the
waste impoundment is to be used as a fresh water pond.
The local office of the North Carolina Division of Water Resources (DWR) must be notified of the scheduled
closure within 48 hours of beginning closure. The date and name of the DWQ representative who is notified
required on the Waste impoundment Closure Report Form. Once the closure is completed, the closure
a must be completed and signed by the landowner and a technical specialist and then mailed to DWQ
within 15 days of closure.
2. Closure Methods
Waste impoundments) shall be closed by method A _ _ as shown
below and decided by the operator. The wastewater will be analyzed and applied to crops at agronomic rates
based on Realistic Yield Expectation (RYE) in accordance with the Nutrient Management Conservation
Practice Standard (code 590) and Waste Utilization Conservation Practice Standard (code 633).
A. Agitate waste impoundment and land -apply
B. Dewater waste impoundment, agitate sludge, and land -apply
C. Dewater waste impoundment, dredge sludge, and land -apply
D. Dredge sludge and land -apply
Agitate waste impoundment and land apply: In this method, waste impoundment liquid and sludge are
mixed with an agitator or a chopper -agitator impeller pump. All reasonable efforts must be made to agitate
and remove all waste materials. Because agitation equipment also can erode earthen liner, it should be used
cautiously. If the bottom of the waste impoundment is above the water table at the time of closure and will
support earth -moving equipment, it must be scraped. A qualified technical specialist must determine the soil
stability for earth moving equipment. For waste impoundments with bottoms documented to be below the
water table at the time of closure, the depth of "agitated" waste material remaining in the waste
impoundment at the time of closure may not exceed a maximum depth of one (1) foot.
,vater waste impoundment, agitate sludge, and land -apply: The upper part of the waste impoundment
can be dewatered by irrigation onto nearby cropland or forageland. The remaining sludge is agitated and
pumped into a liquid sludge applicator. The liquid sludge can be spread onto cropland or forage land and
NRCS—ARCA3 1 January 28, 2009

soil -incorporated or injected.
Dewater waste impoundment, dredge sludge, and land -apply: The upper part of the waste impoundment
can be dewatered by irrigation onto nearby cropland or forage land. The remaining sludge is then dredged
from the waste impoundment with a dragline or sludge barge. A benned area should be created beside the
waste impoundment to temporarily store the sludge so that liquids can drain back into the waste
impoundment. Removed sludge is then placed in the berm and allowed to dewater. If the existing soils at
the stockpile location are not adequate to prevent seepage from entering the groundwater, a 6-inch thick
compacted clay pad or equally impermeable liner is required beneath the stockpile. Finally, the drier material
is hauled and spread with a manure spreader onto cropland or forage land and soil -incorporated in
accordance with the waste utilization plan.
When removing sludge, the pumper or drag -line operator should pay close attention to ensure that the waste
impoundment liner remains intact. If the soil material or the synthetic liner material is being disturbed, stop
the activity immediately and do not resume operations until the sludge can be removed without liner injury.
If the liner is damaged, it must be repaired as soon as possible.
Dredge sludge and land -apply: This alterative closure process consists of vacuum dredging the sludge and
leaving the liquid. Impoundments which have a liquid waste analysis of meore than 40 parts per mullion of
total N before sledge removal can not be closed by this alternative method. Locations on the waste
Noundment bottom where sludge is 0.2 foot or greater must be dredged. Where sludge is less than 0.2 foot
Depth, dredging is not required. Sludge must be removed to the firllest extent practical on the slopes, but
in no case shall there be more than 0.2 ft. of sludge in the bottoin when finished. The impoundment must
be converted to a fresh water pond.
Required documentation for the above alterative method of closure includes:
I . A liquid waste analysis perfonned by the NCDS&CS or other accredited lab must be taken prior to
dredging. The sample shall be taken by DSWC staff, DWR staff, or NRCS staff with a WUP
designation as a technical specialist.
2. A liquid waste analysis will be required after the sludge is removed if there is any transfer of liquid
from one waste impoundment to another during the waste impoundment closure process.
3. A survey of the waste impoundment showing (lie bottom elevation and depth of sludge before and
after dredging using a "sludge judge" or other measuring device made for this purpose, on a 25 foot
grid, or closer, if needed to show true size and volume of sludge. The survey and volume
computations shall be signed by a technical specialist with the SD or S1 designation.
4. A representative from DWR, DSWC, or an NRCS Engineer or Civil Engineering Technician must
verify that the sludge has been satisfactory removed.
3. Managing the earthen waste impoundment
Once all reasonable efforts have been made to remove the liquid and sludge, the owner has the option of
filling the impoundment with soil, breaching the waste impoundment berm, or using the waste impoundment
as a fresh water pond. When the liquid is not removed from the waste impoundment it must be converted to
a fresh water pond. Waste impoundment(s)d _ . shall be �iIIeU,:f-h _so;1i
RC ' of .4LLM5 ff^sC.'41reo
.t the waste impoundment with soil: After pumping away as much liquid and sludge as possible, allow
the remaining sludge and solids to dry. If more than about 12 inches of solids remain after pumping, remove
NRCS —AREA3 January 28, 2008

them while making every effort to maintain liner integrity. This can be done by agitating and removing
liquids at a time when the solids can dry sufficiently to allow earth -moving equipment access to the storage,
or by refilling with water, agitating, and emptying again and again, until most of the solids are removed. The
waste impoundment can then be filled with soil. The soil shall be placed in maximum 12 inches thick layers
with each layer being compacted using two passes of earthmoving or compaction equipment. Soil moisture
content shall be maintained to insure adequate compaction of the material. The filling process shall continue
until the waste impoundment is overfilled 5 percent to allow for settlement. The final surface shall be
mounded so that any surface water will not collect. Apply at least 4 inches of topsoil material and vegetate
the area according to the seeding plan. All other disturbed areas should be vegetated.
Breach the waste impoundment embankment. After pumping away as much liquid and sludge as possible,
allow the remaining sludge and solids to dry. If more than about 12 inches of solids remain after pumping,
remove them while making every effort to maintain liner integrity. This can be done by agitating and
removing liquids at a time when the solids can dry sufficiently to allow earth -moving equipment access to
the storage, or by refilling with water, agitating, and emptying again and again, until most of the solids are
removed. A section of the existing waste impoundment embankment or dam can then be removed. The waste
impoundment breach should be low enough on the slope of the dam to allow rainwater to flow from the
impoundment and not pond. The slopes and bottom of the breach shall be stable for the soil material
involved, but the side slopes shall be no steeper than 3:1.
-version to a farm pond: All abandoned impoundments that are not breached or filled that have an
aankment height of 3 feet or more, shall have a principal spillway and an emergency spillway installed
that meets the requirements of the NRCS Conservation Practice Standard 378 Ponds. If this alternative is
chosen the spillways shall have the following dimensions:
Principal spillway: A pipe shall be placed in the embankment at the location shown on the drawings or as
staked in the field. Material used to backfill around the pipe should be no more pervious than sandy clay
(SC) and shall be free of rocks, stones, or roots greater than t inch in diameter. Weighting the top of the pipe
during installation is strongly recommended to prevent the pipe from rising up during the backfilling process.
As a minimum, compaction around the pipe shall be:
• Layers of fill material shall not exceed 4 inches in thickness before compaction.
• Use of hand tamps to compact the earth fill around the structure is recommended.
• If power tamps are used, be careful not to over tamp and cause the pipe to rise up. if this is done, a
seepage line under the pipe may develop.
■ The above method of compaction shall continue until an elevation of 2 feet above the top of pipe is
reached. After this elevation, the fill can be installed in layers of 9 inches and compacted with
several passes of rubber tire equipment.
A pipe spillway shall be placed N/A feet below the lowest elevation on the embankment of
waste impoundment(s) //4 . The pipe shall be (type, diameter, and
length) _ _ w[A and placed at an invert elevation of IVIA
feet.
Gnrergency spillway: An emergency spillway shall be constructed at the location shown on the drawings or
as staked in the field. The emergency spillway shall be placed ez li feet below the lowest
NRCS —AREAS 3 January 28, 2009

elevation on the embankment of waste impoundment(s) NIA at a crest
elevation of iy feet. The emergency spillway shall have a bottom width of wl,4 feet
and N/fit side slopes.
4. Vegetation
All disturbed areas shall be vegetated and mulched according to the attached seeding; specification.
MRCS - AREA3 January 28, 2008

.T f
FILLING THE IMPOUNDMENT WITH SOIL
AMMOC
GR OaND
rxcAaAreo rmpocurV mnyr
AVCgAGE
G R4rrN0
• Flexible memorane liners, o-pes. etc shall be removed and properly
disposed of.
• Backfill the impoLindment and 1`1101-ind f-ll above the ground level to shed
rainfall.
Soil hall be placed in maximum 12-mch-0--ck ayers with each layer being
compacted using two passes of earthmoving or compaction equipment.
• Sod' moisture content shal. be-iiaintained to insure adequate compaction
of the material.
• The backfiil height shall exceed the height of the design finished grade by a
minimum of S percent to allow for settlement.
• The top one foot of the backfill shall be constructed of the most impervious
soil material readily available.
Incorporate available topsail (minimurn of 4 inches) where feasible and
vegetate disturbed areas to control erosion.

BREACHING THE IMPOUNDMENT
l L
.s
M
130 TTO M 0 F
aO.0 FT. MINIMUM SMP0UN0MrN7"
80TTONJ car l) T H
• Flexible membrane liners, pipes, etc. shall be removed and properly
disposed of.
• Remove a section of the embankment. The slopes and bottom of the
breach shall be stable for the soil material involved.
• Side slopes shall be no steeper than 3:1.
• The breach shall be low enough on the slope of the dam to allow rainwater
to flow from the impoundment and not pond.
• Ail disturbed areas shall be vegetated to control erosion.

OPERATION AND MAINTENANCE REQUIREMENTS
CLOSURE OF WASTE IMPOUNDMENTS
CODE 360
Land Owner/Operator,��,,.i5-� „{{ CrrrF �'cnar�n
County SWCD Farm/Tract No.-,. bf6j 1, T-- M 7
Prepared By._:,,,, Z_ r «n•W zc-tea` -- Date
OPERATION AND MAINTENANCE ITEMS
This waste impoundment closure project was implemented to remove an existing waste storage
facility from use in an environmentally safe manner The life of this project can be assured and
usually increased by carrying out a systematic operation and maintenance program,
This practice will requ re period:c maintenance and may also require operational items to maintain
satisfactory performance Your operation and maintenance program includes:
• All waste removed from the structure must be land applied according to state law and a
nutrient management pFan, Closed waste impoundments shall be maintained in the r
post -construction condition for years. Accumulation of trash or other material on these
areas is proh-bited. Improvements constructed around the c'osed structure shall a -so be
maintained.
• Waste impoundments converted to another use (fresh water pond, irrigation pit, or
storage reservoir) shall be maintained in accordance to the Operation and Maintenance
Plan specific to that use
• All disturbed areas shall be seeded and a vigorous growth of vegetation estab ished and
maintained. Reseed and fertilize as necessary to maintain stand and promote growth
• Drainage patterns around the hosed impoundment and any disposal sites shalj be
maintained. Any settlement shal, be filled and seeded to maintain positive drainage
Additional Operation and Maintenance Requirements Specific to this Plan.-
'���14
i?
_'(f�.i�.,rt���C _ .L J _«r�rr�(.r���^ ff � La�L/✓5 C,qr... A; irk
r
'fr,s:---
�=�--C7�GrCiCGs
`kRCS North Carolillil Janual� 2008

USDA United States
Department of
Agriculture
Producer: Cummins Inc.
Location: Whitakers, NC
Project or Contract:
County: Nash
Farm Name: Swift Creek Hog Farm Tract Number: 7467
of worK:
Seed with permanent grass in all disturbed areas. Prepare a seedbed, lime, fertilize, seed mulch and netting should be used Operation and
Maintenance: The area shall be managed as long as necessary to stabilize the site and achieve the intended purpose Control or exclude
animals or people that will interfere with the timely estabiishmeni of vegetation. Where mowing is deemed necessary to meet client objectives,
mow grasses at least annually to control weeds and undesirable woody vegetation. Bermuda grass may be mowed about 2 inches high. Tall
Fescue not closer than 3-4 inches Lime and fertilizer should be applied under a regular program based on soil fertility tests and on the use and
general appearance of the vegetative cover, and as needed to maintain healthy vigorous growing plants.
Practice Location: Refer to Conservation Plan Map
The Practice Purpose(s): (check all that apply)
m Stabilize areas with existing or expected high rates of soil erosion by wind or water.
m Stabilize stream and channel banks, pond and other shorelines, earthen features of structural
conservation practices.
❑ Stabilize areas such as sand dunes and riparian areas
Site Conditions
Slope range
pH range
Soil type/soil texture
Soil drainage class
Current vegetation orsite condition
Permanent Seed and/or Plant Requirements
Site preparation earthmoving (If applicable):
Grade each disturbed area according to attached design.
Seedbed preparation:
Clear areas to oe seeded or unnaited matey=a s smooth ar d s^ape IQ achieve planting purpose
Top soiling requirements (if applicable):
NA
Seeding time:
Sept. 1 - Oct. 15
Permanent Seed/Plant Species Mixture
Acres
Lbs/ac PLS, Or
plants spacing in feet
Total Ibs needed
or total plants needed
1. Tall Fescue
3.1
30-40 Ibs/ac.
93-124 lbs.
2.
3.
4.
— —
5.
Implementation Requirements- Page 1 of 4 North Carolina MRCS
Critical Area Planting (342) August 2019

r! r
Permanent Seed and/or Plant Requirements (Continuation)
' Fertilizer requirements
Source
Lbs/acre
Total
N
Nitrogen
10-10-10
1000
3100
3100
Phosphate IPzOs)
10-10-10
1000
Potash (KzO)
10-10-10
1000
1 3100
time requirements
Source
Tons/acre
Total
Notes
Lime _
Method of seeding preparation
Dolomitic
2 Tons
6.2 Tons
Disk and cultipak
Method of seeding/planting/sodding
Broadcast_ _
Small Grain straw (400 lbs. or 10 bales)
Mulch requirements (type, rate/acl
Other notes (e.g., inoculants, irrigating,
management, plant protection, etc.)
V
Cover Establishment" Seed and/or Plant Requirements (If
Site preparation earthmoving (if applicable):ISame as Permanent Seed
!cable: Yes ❑ No ❑
Seedbed preparation:ISame as Permanent Seed I
I Top soiling requirements (if applicable):ISame as Permanent Seed I
I Seedingtirne:ISame as Permanent Seed
Temporary seed/plant species mixture
Acres
Lbs/ac PLS
plants spacing in feet
Total Ibs needed
or total plants needed
1. Rye or Wheat
3.1
2-3 bu. / ac.
6 2 - 9.3 ousels
2.
3.
4.
5.
Fertilizer requirements)
Source
Lbs/acre
Total
Notes
Nitrogen
Phosphate (P205)
Potash(KzO)
Source
Tons/acre
Total
Notes
Lime
Method of seedbed preparation
Same as Permanent Seed
Method of seeding/planting/sodding
Same as Permanent Seed
Mulch requirements (type, rate/ac)
Same as Permanent Seed
Other notes (e.g., inocutants, irrigating,
management, plant protection, etc.)
Same as Permanent Seed
Implementation Requirements -
Critical Area Planting (342)
Page 2 of 4
North Carolina NRCS
August 2019

Additional Layout Drawings (if needed: Yes ❑ No ❑ )
Lr.Ccc.+n
L3,"
Implementation Requirements- Page 3 of 4 North Carolina NRC5
Critical Area Planting (342) August 2019

}
Certify and document installation of conservation practices according to TlVe ,_neritl.M ,qual.-LqML
and applicable conservation practice Statement of Work (SOON) found in Section IV of the eFOTG.
(Anyorrve can prepare 'mp ementation Requirements ;IRi, granted it is reviewed and approved by an individual with appropriate Design JAA)
IR Prepared by (Name & Title): Sc &_ttAlZ,,V Nil ,�l,Pr_cn�.xt roKs�ri�Jv Date: 3-13-70tProlect JAA Class: -
----- -------------------------- ....
(Indhwidjals mth appropriate De&Vn JAA can prepare, design, and approve the r own work)
Design Approved by (Nam9 &Tale): 7F.0 owA- Date: Design JAA Level:
-
IAnywne can review 14-e IR wrath the : ienkProducer, granted it's been approved by an individual with appropriate Design JAA)
Implementation Requirements Reviewed with the Client/Producer on (insert date):
Printed Producer Name
Producer Signature
I. Practice Installation
(Anyone can perform Practice Installations, granted it is performed under the technical supervision of an individual with appropriate C&C JAA)
Pre-Construction/Implementation meeting completed with Client/Contractor on (insert date):
-ompleted By (Name & Title):
----- ---- -------------- -- --- ------ ----------------
implementation TA provided by (Name & Title):.
Implementation TA provided by (Name & Title):.
Date: C&C JAA Level:
Date:
Date:
11. On -Site Practice Inspection & Checkout
(Anyone can perform On -Site Practice Inspections & Checkouts, granted it is certified by an individual with appropriate C&C JAA)
Amount Completed: (units) (Note: Take picture(s) and mark As -Built location on practice certification map)
Remarks:
Checkout by (Name & Title): Date: C&C JAA Level:
111. Construction/installation Certification
(Only individuals with appropriate C&C JAA can validate and approve Constructionllnstallation certifications)
This practice meets NRCS standards and specifications: ❑ Yes ❑ No (if No, state reason(s) in remarks section below)
Remarks:
Certification by (Name & Title): Date: _. C&C JAA Level:
Implementation Requirements- page 4 of North Carolina NRCS
Critical Area Planting (342) August 2019

- i,