640011_Closure_20220224

Go. gte Maps 11757 Ward Rd
PacJi owyk.12/I
11757 Ward Rd
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11757 Ward Rd, Whitakers, NC 27891
At this place
Packer Farms and Feed
No reviews
Livestock dealer
Closed • Opens 8AM
•
\o"'
Imagery 02022 Maxim- Technologies, uSDA/FPAC/GSG, Map data 02022 200 ft
a§
car, Ne00.e..oin
a��-139-‘57)

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Reid Farm Lagoon
This plan has been prepared for:
Jerry Packer
Jerry Packer
11757 Ward Road
Whitakers, NC 27891
252-567-5401
8130/2021
This plan has been developed by:
Nash Soil and Water Conservation
Ken Morris
1006 Eastern Ave
Nashville, NC 27856
252-459-4116 ext3
Developer Signat.re
Type of Plan: Nutrient Management with Closure Cleanout Only
Owner/Manager/Producer Agreement
1 (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
Reid Farm Lagoon
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is included in this plan.
U 1003
Reid Lagoon waste generated 6,552.943 gals/year by a 0 Poultry Lagoon Liquid - Layer operation. This
production facility has waste storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected
6,296
incorporated-4 wks or less following
application
6,296
Incorporated-5 wks to 3 mos
Wowing application
5,247
Broadcast
5,247
Irrigated
5,247
Max Available
PAN (Ibs)'
Actual PAN
Applied (Ibs)
PAN Surplus /
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/ Deficit
(Gallons)
Year 1
5,247
6 082
(835)
7,595,622
(1,042,679)
11/30/2021 10:41:01 AM 1 / 1

Waste Storage Closure Source Description
Reid Farm Lagoon
SOURCE: Reid Lagoon
Date Measured: 09/16/2021
Lagoon Dimensions: TOP - 488 X 188; BOTTOM - 430.5 X 130.5; SIDE SLOPES - 2.5:1
Sludge Depth: 4.60 ft.;
Liquid Depth: 8.20 ft.;
Sludge Volume: 1,934,567 gallons. Waste Sample #: 0949
Liquid Volume: 4,618,376 gallons. Waste Sample #: 6878
U 1003
Reid Lagoon 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 6,552,943 gals in this structure prior to closure.
Estimated Plant Available Nitrogen
Application Method
(lbs N/1000 gals)
Source Total (lbs)
Injected
0.96
6,296
Incorporated-4 wks or less following
application
0.96
6,296
Incorporated-5 wks to 3 mos
following application
0.80
w,247
Broadcast
0.80
,5,247
Irrigated
o 80
5,247
Max. Available PAN (lbs) *
Actual PAN Applied (lbs)
PAN Surplus 1 Deficit (lbs)
Actual Volume Applied
(Gallons)
Volume Surplus Deficit
(Gallons)
5,247
6,082
(835)
7,595.622
(1 042.679)
Note' In Source ID, S means standard source, U rneans user defined source.
* Maximum PAN Available is calculated on the basis of the actual application method(s) identified in the plan for this source.

Planned Crops Summary
Reid Farm Lagoon
he table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
nd Plant Available Nitrogen (PAN) recommendations are also provided for each crop as well as the crop's P205 Removal
.ate. The Leaching Index (LI) and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field,
there available.
a filed's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested
:ant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive
o additional 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
)I.owing 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 P2O5 (Ibslacre)
Rating Crop
,Removal Applied
2050
4
5.67
4.5
GeB
NA
Fescue Pasture
4.9 Tons
145
Low Si
NA
2055
B
3.56
3.4
GeB
NA
Fescue Pasture
4.9 Tons
15B
Low 8
NA
20450
8
4.19
3.5
GeB
NA
f
Fescue Pasture
1
4.9 Tons[
15B
Low 3
NA
2a50
15
4.5
3
Ra
NA
Fescue Pasture
4.5 Tons
145
Low 7
NA
2050
161 4 8
4
Ra
NA
i
I
Fescue Pasture
4.5 Tons
#45I
l+aw 7
NA
205.0
17
5_77
41
7 GeB
NA
Fescue Pasture
4.0 Tons
158'
Low B
1J1
2050 ! 181
4_44
2.SLGeB
NA
Fescue Pasture
4.9 Tools
155
Law 8
NA
2050
i9
7.O7
4
Ra
NA
Fescue Pasture
4,5 Tons
145
Low[ 7
NA
2 50
21
5.3
5
GeB
NA
1
Fescue Pasture
4.9 Torts
155
Low 5
I►44
3801
1
2.5
2.5
NoA
NA
Small Grain Overseed
0 Tons
50
Low 0
NA
Common Bermudagrass Hay
5 Tons
230
Low60
NA
3891
2
15A
15.4
NoB
NA
Small Grain Overseed
0 Tons
50
Low 0
, NA
Common Bermudagrass Hay
4.9 Tons
225
Low 59
NA
11 /30/2021 10:50.46 AM 1 13

Planned Crops Summary
Reid Farm Lagoon
3891 J 31
8,81
4.51
NoBI
NA
Common Bermudagrass Hay
4.9 Tons'
2251
Low[
59
NA
3891
I 41
4
61
NoB
NA
Small Grain Overseed
0 Tons
50
Low
0
NA
Common Bermudagrass Hay
4.9 Tons
225
Low
5A
NA
3891]
B
3.51
3,5
NoA
NA
Common Bermudagrass Hay
5 Tans
230
Low
I 60
NA
3909 =
1
8
7.5
NoB
Common Bermudagrass Hay
4.9 Toms
225
Low
59
NA
3909 -
21 11.57
9
NoB
1
1
Common Bermudagrass Hay
--1
4.9 Tons
225
Low
501
NA'
3409 -
3f
6,18.5
6.5
NpB
NA
Common Bermudagrass Hay
4.3 Tons
198
. Low
52
NA
3909 -
4
4.43
4J
NpB
NA
J
3909R1•
5J
Common Bermudagrass Hay
4,3 Tons
198
Low
52
NA
1.321
11
NpB
NA
Common Bermudagrass Hay
I
4.3 Tons- 1 [
Low
52
NA
Totals;
111.23
93.80
oles: 1. In the tract column, - symbol means leased, otherwise. owned.
LI
Potential Leaching
Technical Guidance
<2
Low potential to contribute to soluble nutrient
leaching below the root zone.
Moderate potential to contribute to soluble nutrient
= 2 & < = 10 leaching below the root zone.
> 10
None
Nutrient Management (590) should be planned.
High potential to contribute to soluble nutrient
leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation
practices that improve available water holding capacity of soil and
improve nutrient use efficiency should be considered. Examples are
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).
11/3012021 10:50:46AM 2/3

Planned Crops Summary
Reid Farm Lagoon
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
11/30/2021 10:50:46 AM 313

Waste Utilization Table
Reid Farm Lagoon
O
Q
U)
c0
O C
1- 4)
0)
E c
c •55-
Q) r
L
D
m v)
E
a)o
too
'CID) U >
d O
to
cc 'O
a Q)
L0
o c°
a-0
0 0
N
y O
c -0
0. c S7)
o a ca
-u)0.
.mom
N •j
Q) 1
c
ca — a)
Q N_
L •
E
I.- X
u'a c°
N 4)
c� o
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0)
c
OCl
Q
W.)
V7 c
0.)
03
O Q
f. O
.r -O
N a)0)
NcQ)
{d E
Q)
Q) a_a
O 1
a)
C c0
tU Q)
E c
]. O C
co
� E
2am o
O) —
c§
��mco
.0 '0.r
E N 3 O
N
c3ay
0)70 5 >.
g _a
c E
ro
f0 tu-
L 4)
Q) Q) 0)
(0 p_c a)
Eco
@8E
m air
a) p
o-6c
O Q) (0
co co z,H
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.4 c •.0 co Q)
aQ0fo
O Ui O
Q) O Q) Q)
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n 3 4Oi
m).0 a
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O a.
3.5
aEE
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c = a
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~mot
c c oo
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E a) C
10 N -
L 412 �a
r 0
U O
Q) C L
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c V >.—
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ci
o2o�
a aQ1 C
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a0 t c Q)
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L
F-- O ca
Waste Utilization Table
m
is
tnn g 4tu
0
0
0
0
0
0
0
0
0
o
0
m ... 2
PL dm
J 0
CO
N
0
N
218.44
S��t
4-
249.651
(0
N
0
,
249.65
312.061
234.05I
0
� O
cO 6 4.1
o
0
o
a
o
0
o
a
o
o
'o
v �&$ S.a Q
car � a c
j 4„2. r d)
a
m
v
<r
v
cNo
v
m
62.41
v
w
v
(0
CO
0
cv
0
it C mQ
ea m as z
N
a
50
0
50
50
50
o
In
50
so]
JSL
..
25
u r
c«
com
Broad.
B
m
m
m
Broad,
2
m
Broad.
Broad.
m
mA z
re
0
0
0
0
0
0
0
0
o
0
0
a9 i {! Z
z
T
pppp
O
�p
O
CT
co
108
O
95
aco
in
or
9a
°d� m'7i z
z Z�
145
145
co
�
158
230
0
Ct
n'c
•s
r)
r;
w
M
i
o
M
n
'CZ
M
3
=
r;
8
71
ti
8
M
t;
8
r)
n
8
r i
-
N
o
a)
4i
0
a
}
CZ
4.9 Tons
4.9 Tons
8
OR
to
8
in
4
co
8
Ln
vi
co
8
0)
c.
4.9 Tons
4.5 Tons
to
8
co
7
5 Tons
0 Tons
Crop Name
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Common Bermudagrass
Hay
Small Grain Overseed
ID
.0
i
3
v
a
ri
0
ri
ri
v
0
v
00o
ci
v
0
(ri
2 501
I0
n
c'i
m
3 o m
~a
Ti
4
,4
'
44
4')
N
4
n
iri
'1
7
0
P.:
C)
N
to
N
in
N
`n
cD
0
0
a
co
0
0
CC
0
z
Z
O a
0
LOOT .
r)
0
en
0
r)
0
.
0)
0
.
r)
0
0)
0
en
0
.
en
0
.
0)
o
.
C')
a
13
72 G
d
CO
CO
L r 3
cfl
r
W
O)
tV
r
a
Z
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
p 0)
to
p0)
C)
11/30/2021 11:00:46 AM 1 / 2

Waste Utilization Table
Reid Farm Lagoon
0
0
0
0
0
0
0
0
0
0
0
000
8
0
8
0
1,441.73
le)
CO
N
N
{A
187.241
327.67
468 10
r
1tt��
00
1CCOO
249.65
r
7
7,595.62
•
to
W
to
g
o
0
0
0
0
0
0 'O
•o
0
0
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
Total Applied, tons
Total Produced. tons
Balance. tons
CON
Qom)
N
CC
(
OM)
93.621
N
C)
'N0
O01
C
CO
62.41
62.41
7
!NO
62.41
0
ti
in
N
h
1t+
N
75
50
50
r-50
N
50
.pp
Broad. I
Broad.
Broad
I-0
Broad.
Broad.
O
0
0
0
0
0
0
0
0
C.
0
toin
25
150
N to
155
175
to n
7
co et
v0
Q oo
N
N
If0!
N
N
225
50
O
N
N
N
N
N
0)
r
oo 0i
r
r
(1)
O)
th
In
(']
c3
V)
Lis
OS
IC)
C)
[�'
L0
T
to
r
0�
Il4
I!)
r
O)
U1)
lf)
r
O)
41)
IL)
O`i`i
117
If)
r
C`Li
lt7
10
G1
Q
Vi
~
O
4.9 Tons
CAV7
T
S
I--
O
NC
O
~
WI
VV)C)
)4
O)
K
CO
S
O)
V
V)
-
C)
IA
Fo
C)
V
4.3 Tons
Common Bermudagrass
Hay
Small Grain Overseed
Common Bermudagrass
i Hay --
Common Bermudagrass
Hay
Small Grain Overseed
Common Bermudagrass
Hay
Common Bermudagrass
Hay
Common Bermudagrass
Hay
Common Bermudagrass
Hay
Common Bermudagrass
Hay _. _.-
(Common Bermudagrass
Hay -
a
16
g
ui
1-
11)
el;
8
tD
S
ID
3.50
7.50
S
01
lon
ID
4.00
o
,-
O
'
Iii�
o
Q
ID
0
0p
10
O
O
t0
O
O
to
,
r
In
C1
8.00
A
to
r
r
in
00
tD
4.48
N
C)
r
O
Z
O
Z
Z
D
Z
0
Z
0
Z
0
00.G
Z
Z
Z
a
Z
C)
S
.
Cl,
r
•
C)
O
r
I.
C)
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•
Cl
OOOO
•
Cl
•
,2
C)
•
C)
O
•
(4)
S
•
e)
0O
r
•
C)
•-
•
N
N
C1
d
R
ID
r
N
C)
'Cl-
In
CO')
�p
O
pp
00
Cam')
f`O)
p�
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1
pc
1
aOi
el
$
[n
o-t
1
O
en
1
O)
en
11/30/2021 11:00:46 AM 2 / 2

Reid Farm Lagoon
8/30/2021
Type of Plan: Nutrient Management with Closure Cleanout Only
Narrative:
11/30/2021 11:03:14 AM 1 1 1

Land Application Table
Cif)
. = 2 V
ca
M
N
M
N
v.)
N
c.)
N
cf.)
N
M
N
c,)
N
v.)
Cl
en
N
411
r
r
r
r)
Lo
'c)'
r)Q
i O y
J IO
O Of
r
N
(O
r
N
co
r
N
(0
;
N
(0
r
N
co
r
N
t0
4.
N
(0
g-
N
()
r
N
f0
N
r
(+)
r
r
c+)
(C
M
0)
N
M
0)
2 d Q
7Q, Z
c Z.
OLc?"
O
O
O
O
O)
O
O
O
N
N
C�
(Fe�)
a?a Z
Q.
7.
r
(0
r
r
r
r
in
r
'
r
�
r
p
N
2
N
a45
Q2
Broadcast
Broadcast
Broadcast
V
-n
2
fn
C)
a
2
m
Broadcast
cJ
2
m
Broadcast
U
13
2
m
Broadcast
Broadcast
Broadcast
co
13
0
m
a M 0
O
::
1
1
1•
1 r
-
c
l r
& F.
1
ciF`
a
i t
C.-diN
1 r
pp f+
1
r
N
I
r
r-:--_W
i
t
i t
c'c+j
' r
c) c).
i (ji
(ri al
i LO
l'7 Q>
IX
4.9 Tons
14.9 Tons
4.9 Tons
4.5 Tons
to
C
i—
U7
SD
C
h
O
d
4.9 Tons
4.5 Tons
4.9 Tons
en
1-
O
0 Tons
en
F-
64
5 Tons
a
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
io0
to 0
Small Grain
Overseed
Common
Bermudagrass Hay
Common
Bermudagrass Hay
cn
De _(¢
L1:
J
J
J
__J
J
J
J
J
J
O
R d
t o
in
M
1
M
Cl
rr
to
N
'7
L°
kn
N
41
N
111
N
47
N
to `
i_ Q
(~0
Lo
(
of
r_
4
�
4
N
4
N.
10
*4
4
p
ti
M
6
cf)
N
in
N
N
in
N
g0
N(D
C°0
ca
m
(
CO
a
CO
0
m0
c�
CO
ma)
c�
0
z
0
z
0
z
0
z
d
t CI
Q
0
v.)
O
r
M
O
r
M
O
r
(�)
O
r
co
S
r
c)
8
r
co
G
e-
c.,
O
r
inc)
O
r
O
r
co
b
r
to
Q
r
C)
O
r
12
15
1i
(O
co
e-
0,-
CO
T
N
r
r
r
r
gg
1,--
~NNON
0
to
0
ill
0
)e7
(V
01411.1
ill
(f)
N
0
ill
0
0
ill
N
0
cf)
NNCO
0
if)
r
0)
CO
ClC7
r-
a)
CO
M
r
0)
(r)
e-
0)
CO
(')
COTE: ' indicates user defined value
11/30/2021 11:05:59 AM

(()
r
t()
r
r
to
Tr-4
Cr)
ill
M
c()
-4
M
I()
r
r
(()
r
r
(()
6
1.(")
-4
Cr)
if)
'a
(r)
M
N
('1
N
M
N
Cr')
N
cor
N
N
r •
r)M
CV
r-
N
(D
6Cr)
O)
N
(D
N
(D
M
0)
N
+r
r)
r-
N
r
M
N
(D
Cr)
O)
N
(0
(r)
O)
N
CO
C
r
cr
N
co
r
N
(D
r
N
(D
r-
sr
N
co
r
V
N
co
K)
N
t()
N
LO
h
(0
ti
(0
-
(0
N
(0
N
u-)
h
to
(,.
(0
ti
0
co
0
(0
0
ro
0
11)
0
t()
co
If)o
(0
N
N
if)
N
N
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Source Volume Available:
10,578,948 gals
Source Volume Applied:
DOTE: ` indicates user defined value
11/30/2021 11:05:59 AM 2 / 3

(4,026,005) gals
Excess Volume Remaining:
DOTE: ' indicates user defined value
11130/2021 11:05:59 AM 3 / 3

V
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Reid Farm Lagoon
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Soil Cu-I Soil Zn-
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349
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Fescue Pasture
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Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Fescue Pasture
Soil Sample
Number Date
I 10/28/2021
10/28/2021
10/28/2021
07/27/2021
0
N
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ti
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07/27/2021
0
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07/27/2021
07/27/2021
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• NOTE: The equilibrated post application soil index may be less than the projected maximum value. Practical methodology for more precise estimation is not available.
11 /30/2021 11 7:32 AM 1 4

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Common Bermudagrass Hay
Small Grain Overseed
Common Bermudagrass Hay
Common Bermudagrass Hay
Small Grain Overseed
Common Bermudagrass Hay
Common Bermudagrass Hay
Common Bermudagrass Hay
Common Bermudagrass Hay
Common Bermudagrass Hay
Common Bermudagrass Hay
Common Bermudagrass Hay
04/06/2021
04/06/2021
04/06/2021
04/06/2021
N
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04/06/2021
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" NOTE: The equilibrated post application soil index may be less than the projected maximum value. Practical methodology for more precise estimation is not available.
11/30/2021 11:07:32 AM 314

Metal Indices

Required Soil Test Values
Reid Farm Lagoon
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-I
Copper
Recommendation
Zn-I
Zinc
Recommendation
2050
4
Fescue/OGrass/Tim E
6.6
0, 0
86
0
157
0
2050
6
Fescue/OGrass/Tim E
6.6
0.0
86
0
157
0
2050
8
Fescue/OGrass/Tim E
6.4
0.4, 0
103
0
262
0
2050
15
Fescue/OGrass/Tim E
v
6.6
0, 0
83
0
156
0
2050
16
Fescue/OGrass/Tim E
7.4
0, 0
95
0
174
0
2050
17
FescueiOGrass/Tim E
7.3
0, 0
103
0
226
0
2050
18
FescueJOGrass/Tim E
7.3
0.0
103
0
226
0
2050
19
FescueJOGrass/Tim E
6.6
0, 0
83
0
156
0
2050
21
Fescue/OGrass/Tim E
6.7
0, 0
157
0
473
0
3891
1
Bermuda hay/past. M
6.3
0, 0
140
0
144
0
3891
2
Bermuda hay/past. M
5.9
0, 0
100
0
93
0
3891
3
Com. Bermuda/Bahia
5.5
0 5, 0
115
0
100
0
3891
4
Bermuda hay/past, M
6.2
0, 0
125
0
113
0
3891
6
Com. Bermuda/Bahia
5.8
0, 0
157
0
164
0
3909
1
Bermuda hay/past. M
5.4
0.7, 0
128
0
144
0
3909
2
Bermuda hay/past. M
5.6
0 5, 0
133
0
145
0
3909
3
Bermuda hay/past. M
5.6
0.4, 0
137
0
190
0
3909
4
Bermuda hay/past. M
5
1,3. 0
211
0
238
0
3909
5
Bermuda hay/past. M
5
1,3, 0
211
0
238
0
11/30/2021 11'09:32 AM 1 / 2

Required Soil Test Values
Reid Farm Lagoon
Zinc and Copper Toxicity Levels in Soils
Metal
Soil Test Index
Recommended Action
Zn
300
Limit application on peanuts. 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.
11/30/2021 11:09:32 AM 2 / 2

Required Specifications For Animal Waste Management
i. 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 Tess 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.

6. 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.
8. 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.
is. 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.
1s. 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.

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.

USDA A
MRCS
United States Department of Agriculture
Nat1)r41 IretoUrCe C COMP-Ev.ID01+ SCFv,O.
NUTRIENT MANAGEMENT PLAN
SUPPLEMENTAL INFORMATION
N.C. Practice Job Sheet- NC-590
Prepared for:
By:
Farm: Tract(s): Date: / /
WHAT IS NUTRIENT MANAGEMENT?
Nutrient Management is applying nutrients
from all sources with the right placement, in
the right amount, at the right time, and from
the right source to minimize nutrient losses to
surface and groundwater. This practice is
accomplished through development and
imp!ementation of a Nutrient Management
Plan, which can be part of a broader
Conservation Plan or CNMP that addresses
multiple resource concerns.
PURPOSE OF NUTRIENT MANAGEMENT
A nutrient management plan is intended to
accomplish one or more of the following
objectives:
• To budget, supply, and conserve nutrients for
plant production.
• To minimize agricultural nonpoint source
pollution of surface and groundwater
resources.
• To properly utilize manure or organic by-
products as a plant nutrient source.
• To protect air quality by reducing odors,
nitrogen emissions (ammonia, oxides of
nitrogen), and the formation of atmospheric
particulates.
• To maintain or improve the physical, chemical,
and biological condition of soil.
CONTENTS OF THE NUTRIENT
MANAGEMENT PLAN
The following components are included in
nutrient management plan specifications
typical of more `traditional'
fertilizer and manure application methods.
When precision ag/variable rate application
technology is utilized, see the next section of
this Job Sheet for additional guidance on plan
requirements.
• aerial site photograph(s)/imagery or site
map(s), and a soil survey map of the site,
• Sufficient soils information —such as dominant
soil map until for each planned field —needed
to apply nutrients at RYE and Soil Test Report
determined rates as appropriate; and to not
exceed rates determined by nutrient risk
assessment planning criteria.
• location of designated sensitive areas and the
associated nutrient application restrictions and
setbacks,
• results of approved risk assessment tools for
any necessary evaluations for nitrogen,
phosphorus, and erosion losses.
• current and/or planned plant production
sequence or rotation,
• soil, water, compost, manure, organic by-
product, and plant tissue sample analyses
applicable to the plan. Where non-NCDA soil
testing labs are used, nutrient
recommendations must be made using NCDA-
similar guidelines and methodologies. Note:
high levels of soil copper and zinc may be toxic
to production crops. Land application of these
nutrients must be accordance with
NCSU/NCDA crop toxicity guidelines.
• Realistic yield goals for the crops planned for
nutrient application,
NC-590 Job Sheet May 2015 page 1

• Planned nitrogen application rates based on
NC Realistic Yield Expectations (RYEs) or
sufficiently documented yield records,
• The Nitrogen Leaching Index for planned
fields,
• Planned P & K application rates based on soil
test results (see next section where P & K
applied through variable rate technology).
• listing and quantification of all nutrient sources
and form, including starter fertilizer
applications and legume -based cover crop
mixes.
• in accordance with the nitrogen and
phosphorus risk assessment tool(s), specify
the recommended nutrient application source,
timing, amount (except for precision/variable
rate applications specify method used to
determine rate), and placement of plant
nutrients for each field or management unit,
and
• guidance for implementation, operation and
maintenance, and recordkeeping as specified
by the CNMP or applicable NC DWQ or
NDPES permit.
Where precision/variable rate nutrient
application applications are planned and
made, some required planning components of
the preceding section may be provided by the
overall conservation plan. In addition, the
following components are required in nutrient
management planning.
• The geo-referenced field boundary and data
collected that was processed and analyzed as
a GIS layer or layers to generate nutrient or
soil amendment recommendations.
• Planned nitrogen application rates based on
NC RYEs or sufficiently documented yield
records
• The Nitrogen Leaching Index for planned
fields.
• The nutrient recommendation guidance and
recommendation equations used to convert the
GIS base data layer or layers to a nutrient
source material recommendation GIS layer or
layers.
• Soil testing documentation that crop
Phosphorus (P205) and Potassium (K20)
nutrient or soil amendment application will be
made per soil test results similar to NCDA
guidelines. Where P & K will not be applied
via variable rate application technology, but by
basic GPS guidance, recommended P & K
NC-590 Job Sheet May 2015
rates must be provided as specifications prior
to application.
• Note —where Diammonium phosphate (18-46-
0) is the primary variable rate P fertilizer
source applied on legume crops, additional N
wiLl likely be needed to achieve RYEs.
The plan was developed based on the current
NRCS 590 standard and Federal, state, or
local regulations or policies. Changes in laws
or regulations may require a plan modification.
This Job Sheet is a required supplement to
the Nutrient Management Plan.
NC Permitted Animal Operations: For NC
DENR-DWR or NPDES permitted animal
operations, the waste utilization portion of the
Certified Animal Waste Management Plan
(CAWMP) must meet requirements specified by
the Permit. The NC 1217 Interagency Group
provides guidance on the required minimum
elements of a CAWMP. This guidance is found in
Sec 1.1 of the latest 1217 Guidance Document,
located at:
htto://www.ncagr.gov/SWC/tech/quidancedocumen
ts.html.
Nitrogen Leaching Index Values
Nitrogen Leaching Index values obtained through
use of current Soil Hydrologic Group (SHG)-based
LI index maps in Sec 11 of the NC FOTG or RUSLE
2 field -specific soil loss calculations, are included
in the Nutrient Management Plan. SHGs per soil
map unit are available through selection of the Soil
Data Explorer and Soil Properties and Qualities
(then select "Soil Qualities and Features") tabs
once an Area of Interest has been defined in
NRCS Web Soil Survey.
If the Nitrogen Leaching Index > 10 for planned
fields, appropriate conservation practices must be
included in a conservation plan to prevent nitrogen
from leaving the field via surface or subsurface
runoff.
Below are conservation crop management
techniques and practices recommended for
mitigation of nitrate losses (practices also
documented in conservation plan):
parr 2

NUTRIENT MANAGEMENT PLAN
DEVELOPMENT
The nutrient management plan has been
developed to meet nutrient application rate criteria
for all sources of nitrogen, phosphorus, potassium
as specified by NRCS 590 Nutrient Management
standard criteria.
In addition to NCDA Agronomic Division soil test
recommendations, or soil test recommendations
made through similar guidelines, the plan is based
on NC INMC approved values for realistic yield
goals, nitrogen factors, phosphorus removal rates,
default nutrient values for animal waste, plant
availability coefficients for N, P, and K, and animal
waste generation volumes where applicable.
Approved values are found at:
httpl/nutrients.soil.ncsu.edufindex.htm
Where manure is applied,. farm records may also
be used through a procedure provided in SB 1217
Interagency Group guidance, available at:
Ntal/www.ncaaraovISWC/tech/1217committee.ht
mi
For NC permitted animal operations, planning
requirements for Plan 'Amendments" (minor
mocEfications) and 'Revisions" (Major
Modifications) are clarified by SB 1217 Interagency
Group Guidance.
ADDITIONAL PHOSPHORUS -RELATED
PLAN INFORMATION (Applicable when
increases in Soil Test P are expected on
the planned area)
In NC, a field -specific Phosphorus Loss
Assessment Tool (PLAT) evaluation is completed
in accordance with 590 Nutrient Management
standard General Criteria requirements, and
phosphorus must be applied in accordance with
590 standard Manure Phosphorus Application
Rates.
in addition to the basic plan components, plan
information on PLAT categorical ratings, P
drawdown strategies, and conservation practices
to reduce P loss risk is required when increases in
Soil Test P are expected on the planned area.
Typically, this could occur when manure is
consistently applied at Nitrogen -based rates. High
levels of phosphorus in the surface soil layer have
been linked to increasing risk of P loss through
surface runoff and leaching.
❑ Increases in Soil Test P are expected
on the planned area (not typical if P
application made per soil test results).
PLAT Categorical Ratings Information
When soil test phosphorus continues to increase
on a long term basis, PLAT may produce results
that require P-based manure application planning
and planning for no additional manure P.
Conditions that will require P-based or no-P
planning will be based on site specific resource
conditions, which will facilitate data input into
PLAT. PLAT categorical ratings that will require
enhanced P application planning are:
HIGH: P-based manure application is required
(limited to P uptake in harvested crop biomass)
VERY HIGH: No additional manure P or starter P
application to be specified in nutrient management
plan.
Phosphorus Drawdown Strategy
Information:
Implementation of a phosphorus 'drawdown'
strategy may be a consequence of PLAT results,
or may be requested in order to lower soil test
phosphorus levels.
Should a reduction in soil test P be desired or
necessary, the only currently proven method of
substantial P 'drawdown' is to not apply manure -
based P and to plant and harvest crops that utilize
P currently present in the soil surface.
Crop specific estimated annual P removal amounts
are available on the NCSU Nutrient Management
in NC website:
http://nutnents.soil.ncsu edu/vields/index.php
Conservation Practices and Management
Techniques to Reduce P Loss Potential:
Conservation practices, especially those that
prevent soil particle detachment and trap sediment
at field edges are effective in preventing
phosphorus movement from the planned site.
Manure application techniques can also be applied
to reduce P loss risk. These practices must be
included in the conservation plan where
determined PLAT risk = HIGH for planned fields.
Consult the conservation plan developed in
conjunction with the nutrient management plan for
information on practices recommended to reduce
phosphorus AND nitrogen loss risks. Applcation
management techniques to reduce nutrient loss
risk may be prescribed below:
NC-590 Job Sheet May 2015 ; agc 3

Long Term Strategy for Reduction of Soil P
Levels:
As noted in the P drawdown strategy section, the
only currently proven method for reducing high
levels of soil P is not applying P, paired with
producing crops on the planned site that use
existing soil P. Where soil P and PLAT
evaluations indicate an increasing risk to water
quality, substantially reducing soil P levels through
crop uptake can take many years of
implementation. When P is not applied, and
existing sail P is used by crops, eventually, soil will
become P deficient. Consult CES or NCDA
Regional Agronomy specialists for additional
information soil test P reduction timelines.
Manure P produced in excess of crop
requirements:
Consult the nutrient management plan for a
quantification of manure generated by the animal
feeding operation that may exceed crop P
requirements.
"Manure Hauler" Information
All manure waste applied on land owned by or
controlled by the Animal Feeding Operation (AFO)
owner or operator must be included in the nutrient
management plan. The volume difference in total
manure waste generated by the AFO and waste
applied to land not owned or controlled by the
producer must be accounted for in a nutrient
management plan.
General information on manure waste generated
by an AFO to be applied to land not owned or
controlled by the AFO owner or operator may be
recorded as specified in the NC CAMP
Certification Sheet and Documentation Checklist or
other supplemental documentation to the nutrient
management plan. NRCS CNMP technical criteria
require documentation of manure exports off the
farm (this can be done below). The AFO
owner/operator should provide the third party
applicator with a current waste analysis in order to
facilitate agronomic crop application of the facility's
generated waste. Should land not owned or
controlled by the AFO owner or operator be
included in a nutrient management plan, the
complete plan must meet 590 criteria.
Type and Quantity of Animal Feeding Operation
(AFO) manure generated by the facility:
Quantity of AFO manure generated to be exported
off the farm for third party application:
RECORDKEEPING
Waste reports from the NCDA & CS Agronomic
Division, or equivalent, are acceptable sources of
information for determining applied manure nutrient
amounts for recordkeeping or crop budgeting
purposes.
Records must be maintained for at least 5 years, or
for time and manner required by Permit for animal
operations to document plan implementation and
maintenance. As applicable, records include:
• soil, plant tissue, water, manure, and
organc by-product analyses resulting in
recommendations for nutrient application,
• quantities, analyses and sources of
nutrients applied,
• dates, and method(s) of nutrient
applications, source of nutrients, and rates
of application,
• weather conditions and soil moisture at the
time of application; lapsed time to manure
incorporation: rainfall or irrigation event,
• crops planted, planting and harvest dates,
yields, nutrient analyses of harvested
biomass, and crop residues removed,
• dates of plan review, name of reviewer,
and recommended changes resulting from
the review, and
• all enhanced efficiency fertilizer products
used.
Additional records for precision/variable rate
sites must include;
• maps identifying the variable application
source, timing, amount, and placement of
all plant nutrients applied, and
• GPS-based yield maps for crops where
yields can be digitally collected.
• Documentation per field nitrogen
appticatbn rates do not exceed RYE -
based recommended rates
• Documentation that applied phosphorus
and potassium recommendations do not
exceed recommended rates specified by
soil tests.
• For non -variable rate application of P & K,
provide applied map with field boundaries
indicating source, timing, method, and rate
of all applications.
• Where 'chlorophyll reader' technology is
utilized, application records that nitrogen
rates match RYE -based N rates as closely
as possible.
NC-590 Job Sheet May 2015 page 4

OPERATION AND MAINTENANCE
The producer is responsible for safe operation and
maintenance of this practice, including all
equipment. Review the plan periodically to
determine if adjustments or modifications to the
plan are needed. In NC, animal operations
permitting provisions may specify more frequent
review periods. Adhere to the following operation
and maintenance provisions:
• Protect fertilizer and organic by-product
storage facilities from weather and accidental
leakage or spillage.
• Properly calibrate application equipment to
ensure uniform distribution of material at
planned rates.
• Workers should be protected from and avoid
unnecessary contact with inorganic fertilizers
and organ c by-products. Extra caution must
be taken when handling ammonia sources of
nutrients, or when dealing with organic wastes
stored in unventilated enclosures.
• The disposal of material generated by the
cleaning of nutrient application equipment
should be accomplished properly. Excess
material should be collected and stored or field
applied in an appropriate manner. Excess
material should not be applied on areas of high
potential risk for runoff or leaching.
• Disposal or recycling of nutrient containers
should be done according to state and local
guidelines or regulations.
NC-590 Job Sheet May 2015
Page 5

Producer:
Date:
CLOSURE OF WASTE IMPOUNDMENTS
DESIGN CHECK LIST
T 384f
Terry w Pacitee
X❑ Complete form CPA-52 Environmental Effects.
a
li
County: t'{o5 it
Determine Volume of sludge and liquid to be removed. Original as-builts may be used if
available. Otherwise, typical measurements needed include top length, top width, side
slopes, elevation of bottom, elevation of contents, elevation of top of dike (dam), and
thickness of sludge. Include calculations to support the volume of liquid and sludge
computed.
Sample the sludge and liquid (sampling must be in the presence of a WUP technical
specialist) and send samples to a certified testing lab. Obtain the Waste Analysis results and
file a copy in the case file. Proper procedures for sampling are described in the NC CES
Publication AG-604 located at:
http://www.bae.ncsu.edu/programs/extension/manure/ag604.pdf and supplemented by
http://www.bae.ncsu.edu/programs/extension/manure/sludge-survey sludgesurvey.htm
Request soil sample test reports on all potential application fields and run PLAT. File the
reports and results in the case file. Contact the owner on any additional deep soil sampling
that may be needed.
Using the latest version of the approved Nutrient Management Software, develop a Nutrient
Management Plan based on the Waste Analysis Report that considers PLAT results and
content of heavy metals in the soil and waste. Specify that the producer furnish waste
application records either on forms IRR-1 and IRR-2, SLUR-1 and SLUR-2, or SLD-1 and
SLD-2 depending on whether the waste is a liquid, slurry, or solid.
❑ Get the owner's concurrence of the document titled "Acknowledgement of the Potential
Impacts on a Site From Applying Animal Waste." Signature and date required.
Furnish the owner a copy of the form PLC-1, "Animal Waste Storage Pond and Lagoon
Closure Report Form." This form is submitted by the owner and the technical specialist to
NRCS - AREA3 1 April, 2015

DWR within 15 days of completing the closure and also requires the owner to notify DWR
48 hours prior to commencing with the closure.
❑X Prepare plans and specifications for closing the waste impoundment that meet the
requirements of Practice Standard 360 of section IV of the Field Office Technical Guide
for the following options:
a. Complete closure and fill
b. Breaching of the waste impoundment dam or dike
c. Conversion to a farm pond meeting the requirements of Practice Standard 378, Pond
d. Alternate Method of Closure
In all cases the specifications shall require that all devices used to convey animal waste
into the waste impoundment shall be removed.
❑ Prepare Critical Area Seeding specifications in accordance with Practice Standard 342
Q Operation and Maintenance Plan developed.
Fl C• heck to see if you have job approval for the design and construction. If not, you need to
request technical assistance from your engineer (NC-CPA-18).
n P• erform construction checks to verify that the closure has been performed in accordance
with the approved plans and specifications and the Nutrient Management Plan. File copies
of the owner's waste application records in the case file. The closure shall be certified by
an individual with appropriate construction approval authority.
NRCS - AREA3 April, 2015

OPERATION AND MAINTENANCE REQUIREMENTS
CLOSURE OF WASTE IMPOUNDMENTS
CODE 360
Land Owner/Operator: Teeel 0 packer
County SWCD Farm/Tract No.: Fa..,41.! 2J 11 T- 389 i
Prepared By: F.pwaed an - Date: as/!3/2Qz.2
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 require periodic 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 plan. Closed waste impoundments shall be maintained in their
post -construction condition for years. Aecumulakin of trash or other material on these
areas is prohibited. Improvements constructed around the closed structure shalt also 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 Ma ntenance
Plan specific to that use.
A I distorbed areas shall be seeded and a vigorous growth of vegetation established and
maintained. Reseed and fertilize as necessary to maintain stand and Promote growth
Drainage patterns around the closed impoundment and any disposal sites shat be
maintained Any settlement shall be filled and seeded to maintain positive drainage.
Additional Operation! and Maintenance Requirements Specific to this Plan:
Wit/ reincoc r..ne 0_6p hi 4-44is tc-
�,4 ,.1/2 ; ' ccP :a tLe. 4Jc4fc owI,'addle, 17/asz
appa conteIcfcfodi- p{-14t's,91-pec13, ranclrc..►tc, Lail( Um. 'e'f 7'AG ItIyOCK 1-o a_ 'etc -T e`
pc114 it be.
.tee.4'ec _s-a ,Tpccif-c,'-i f plan,
• RCS North Carolina January 2008

Waste Impoundment Closure Specifications
Operator: Teems cJ, Pmckee
1. Scope
The work consists of the removal and land application of waste impoundment liquid and sludge from
1-alpoeL waste impoundments(s) with a total surface area of approximately
acres. Land 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
are required on the Waste impoundment Closure Report Form. Once the closure is completed, the closure
form 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 impoundment(s) 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 ail 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.
Dewater 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 — AREA3
1 January 28, 2008

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 alternative closure process consists of vacuum dredging the sludge and
leaving the liquid. Impoundments which have a liquid waste analysis of more than 40 parts per million of
total N before sludge re►noval can not be closed by this alternative method. Locations on the waste
impoundment bottom where sludge is 0.2 foot or greater must be dredged. Where sludge is less than 0.2 foot
in depth, dredging is not required. Sludge must be removed to the fullest extent practical an the slopes, but
in no case shall there be more than 0.2 ft. of ,sludge in the bottom when finished. The impoundment must
be converted to a fresh water pond.
Required documentation for the above alternative method of closure includes:
1. 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 the 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 SI 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) L.01.6,: rt shall be c , vrefecD
to n--Pees1.L.2. rr po2A,
Fill 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
2 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.
Conversion to a farm pond: All abandoned impoundments that are not breached or filled that have an
embankment 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 I 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 2.3 feet below the lowest elevation on the embankment of
waste impoundment(s) La.Soon . The pipe shall be (type, diameter, and
length) ix;,ii., ,,,f 6" PVC, ao' ion_ e and placed at an invert elevation of to be.
se+ :,. 4.icfcP. feet. * Sec. a.1f1-0.kke ceed;g.,,
Emergency 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 i. 8 ` feet below the lowest
NRCS — AR€A3
3 January 28, 2008

elevation on the embankment of waste impoundments) 1..a.1.2.swl at a crest
elevation of fa he $.+ PieID, feet. The emergency spillway shall have a bottom width of j0,0 feet
and 3: j side slopes.
4. Vegetation
All disturbed areas shall be vegetated and mulched according to the attached seeding specification.
NRCS — AREA3 4 January 28, 2008

Operation and Maintenance Requirements For
Ponds As Converted From Waste Impoundments
Land Owner/Operator: Terq Packer
County SWCD Farm/Tract No.: Fat ,n, r 2.3 tin TraJ 381r
Prepared By: 6:760.)44060 LOA- Date: oI//1/1.D72
The purpose of this plan is to provide guidelines for carrying out the routine maintenance work needed
to keep this pond operating as planned. Routine maintenance is considered to be normal good care of
the pond. Good maintenance adds to beauty, usefulness, and permanence.
In addition severe storms that cause flow in the vegetated spillway will likely call for maintenance,
such as, replacing and compacting soil in washes or gullies, reestablishment of vegetation, removal of
debris and the like. When such work is necessary, the Natural Resources Conservation Service, if
requested, will provide technical assistance to help with the repair. This type of maintenance should be
done as soon as possible after damage is discovered.
The routine maintenance of this pond involves the following:
1. Maintenance of a vegetative cover on the embankment and in the grassed spillway: Fescue,
(type of vegetation) is being established on these areas. Beginning in zaz. (year) and each
year thereafter, the embankment and spillway should be fertilized with rooa pounds of
/o-ro-ro per acre to maintain a vigorous stand.
2. Removal of logs, brush, or other trash from the entrance of the pipe spillway, the grass spillway
and the face of the embankment: This should be done after each rise in the pond surface that
deposits such material. Unless this material is removed, the pipe spillway is likely to become
clogged and the vegetation killed in the affected stand.
3. Control of weeds, brush, and trees in the grass spillway on the embankment. This may be done
by mowing, spraying, or chopping, or a combination of all three. This will need to be done at
least once each year and possibly twice in years favorable to heavy growth of vegetation. You
may check with local Extension Agent, DSWC, or NRCS office for the latest information on
spray material and the best time to apply them.
4. Protection of the Grass Spillway: The spillway can be severely damaged by uncontrolled
vehicular traffic. Trails or ruts made by such traffic could become large gullies when outflow
occurs in the spillway. If ruts or trails appear to be forming, stop all traffic within the spillway
area.
5. Erosion by Wave Action: It is not expected that erosion of the embankment by waves will be a
severe problem. However, should such erosion start, lower the level of the pond until the water
surface is about 4 feet below the eroded area. Replace the soil that has been eroded away, tamp
it in place, and resod. Fertilize when the new sod takes root. Keep the water surface drawn
down until the new sod is firmly established.
NRCS NORTH CAROLINA
1 JANUARY 2008

Maintenance inspection of this pond should be made during the initial filling, at least annually, and
after every major storm. Items to be checked should include, as a minimum, the following:
1. Principal Spillway
a. Condition of pipe
i. Signs of seepage
ii. Separation of joints
iii. Cracks or breaks
2. Emergency Spillway
a. Erosion
b. Sedimentation
c. Weeds, small trees, logs, or other obstructions that reduce channel capacity or may
block flow
3. Pool Area
a. Fallen or cut trees
b. Undesirable vegetative growth
c. Other floating or lodged debris
4. Embankments
a. Settlement, cracking or "jug" holes
b. Side slope stability slumps or bulges
c. Erosion and or wave action
d. Rodent damage
e. Seepage or other leakage
f. Condition and type of vegetative cover
g. Tree growth
5. Livestock must not have access to pond.
NRCS - NORTH CAROLINA 2 JANUARY 2008

Client(s): JERRY W PACKER
Nash County, North Carolina
Approximate Acres: 179.39
Land Units: Tract 3891, Fields 1,10,2,3,5,8,7,8,9
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PLUs
Location
Assisted By: Ken Morris
NASHVILLE SERVICE CENTER
NASH SOIL & WATER CONSERVATION DISTRICT
Date: 12/8/2021
Prepared with assistance from USDA -Natural Resources Conservation Service
USDA is an equal opportunity orovider. employer. and lender
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