820240_CORRESPONDENCE_20171231

NUH I H UAHULINA
Department of Environmental Qual

�) - -?Lfo
Nutrient Management Plan For Animal W
This plan has been prepared for:
Wade Blackburn Farm
Wade Blackburn
2965 Wildcat Rd
Harrells, NC 28444
[phone]
11-22-2005 "
U
•• I
This plan has been deve o by:
Greer Moore
Private
PO Box 338
Harrells, NC 28444
[phone]
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilia$tion 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) Date
Signature (manager or producer) 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.
If/, 47
Plan Approved By: << <
Technical Specialist Signature Date
RECEIVED I DENR I DWO
AQUIFFR PPnTFr.T10N RFC¶ON
-" 7d99 Date Printed: 11-22-2005 — -Cover Page 1
203474 Database Version 3.W

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a
2,600 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste sto a capacities of approximately 180
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1144
Incorporated
1964
Injected
2163
Irrigated
1243
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
4,074.07
1,627,344
-1,130,744
Year 2
3,985.29
1,591,880
-1,095,280
Note: in source ID, S means standard source, U means user defined source.
203474 Database Version 3.1 Date Printed: 11-22-2005 Source Page 1 of I

.y�
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (Ll)
Soil Series
Crop Sequence
RYE
7595
1
0.13
0.13
NIA
Goldsboro
Small Grain Ovetseed
1.0 Tons
Hybrid Bermudegass Hay
6.5 Taos
7595
K
0.13
0.13
NIA
oldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
L
0.17
0.17
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermu gpn Hay
6.5 Tons
7595
M
0.
0-09
NIA
Goldsbwo
Small Grain Overseed
1.0 Tans
Hybrid Berrnudagrsss Hay
6.5 Tons
7595
N
0.14
0.14
WA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagnes Hay
6.5 Tons
7595
0
0.14
0.14
N/A
Goldsboro
Small Grain Overswd
1.0 TOW
Hybrid Bamudagrass Hay
6.5 Tons
7595
P
0.13
0.13
N/A
Goldsboro
Small Grain Overseed
La Tom
Hybrid 13 mudagrass Hay
6.5 Tons
7595
Q
0.17
O. l7
NIA
Goldsboffo
Small Grain Overseed
1.0 Tom
Hybrid Bcrmudagrass Hay
6.5 Tons
7595
R
0.131
0.13
NIA
GoWsbofo
Small Grain Overscod
1.0 Tom
Hybrid Bermudagrass Hay
6.5 Tons
7595
S
0.10
0.10
NIA
Goldsboro
Small Grain Overseed
1.0 Tam
Hybrid Bermudsgrass Hay
6.5 TOM
7595
T
0.17
0.17
NIA
Goldsbwu
Small Gram Oversccd
1.0 Tons
Hybrid Beamudagrxss Hay
6.5 Tons
7595
U
0.1
0.17
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Berm Hay
6.5 Tans
7595
V
0.13
0.13
NIA
Goldsboro
Small Grain Overseed
l.o Tons
Hybrid Bermudagass Hay
b.5 Tons
PLAN TOTALS: 17.42 17.42
Ll
Poreniial Leaching
Technical Guidance
< 2
w potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10soluble
nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zom
improve the soils available water holding capacity 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 edg"f--field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
'l Alf A ^7 A T so.h.- %I_; n Z 1 rr.,. pv:..t..A r f M)n lz

i
� a
F
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
OF
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
lndex (Ed)
Sail Series
Crop Sequence
RYE
0000
P1
3.85
3.95
NIA
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
0000
P2
3.24
3.2
N/A
Goldsboro
Corn, Grain
130 bu_
Wheal, Grain
65 bu.
Soybeans, Manured, Double Crop
38 ba
0000
P3
3.
3.
N/A
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
0000
P4
2.73
2.73
N/A
Goldsboro
Carn, Grain
130 bn
Wheat, Grain
65 bu.
Soybeans. Manured, Double Crap
38 bu_
0000
P5
1.50
1.5
NIA
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu
7595
A
0.12
0.12
NIA
lGoldsboro
Small Grain Overseed
1.0 Tans
Hybrid Bermudagrass Hay
6.5 Tars
7595
B
0.17
0.1
N/A
Goldsboro
Small Grain Overseed
1.0 Tans
Hybrid Berrnudagrass Hay
6.5 'tans
7595
C
0.1
0.17
NIA IGWdb,,
Small Grain Overseed
1.0 Tarts
Hybrid Bamudagress Hay
6.5 Tons
7595
D
0.1
0.1
NIA
Goldsboro
Small Grain Overseed
1.0 Tans
Hybrid Bamudagrass Hay
6.5 Tans
7595
E
0.13
0.13
NIA
Goldsboro
Small Grain Overseed
1.0 Tams
Hybrid Bermudagass Hay
6.5 Toms
7595
F
0.13
0.13
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
G
0.171
0.1
NIA
oldsboro
Small Grain Overseed
1.0 Tams
Hybrid Bamudagrass Hay
6.5 Torts
7595
H
OA7
0.17
N/A
Goldsboro
Small Grin Oversccd
1.0 Tans
Hybrid Bermudagrass Hay
6.5 Tons
7595
1
0.1
0.12
N/A
Goldsboro
Smell Grain Overseed
1.0 Tars
Hybrid Bermudagrm Hay
6.5 Too
-in'7 A^ A rnmoh- 17n.c:.wi 2 1 r\utn o.:..r.+r 11 n'MM4

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced The plan requires consideration of the realistic yields of the crops to be grown, theirnutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste IItilizatinn To hip
Vaor 1
Tract I
Field
Source
I I
Soil Series
Total
Acres
Use.
Acres I
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Read
(lbs/A)
Comm
Fen,
Nutrient
Applied
(lbs/A)
Res.
(ibs1A)
Applic,
Mdirod
Manure
PA
Nutrient
Applied
0bs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(ace)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
0000
Pi
S5
Galdsbom
3.85
3.85
Corn, Grain
130 bu.
2/15-650
148
0
20
brig.
128
51.13
0,00
196.85
0.0t
0000
PI
S5
oldsbom
3.85
3.95
Wheat, Grain
65 bu,
9/1-4130
136
a
0
Irrig.
82
32.59
0,00
125.49
0.04
0000
P2
SS
Goldsboro
3.24
3.24
Corn, Grain
130 bu.
2115ll30
148
0
20
Irrig.
12
51.13
0.
165.64O.Ot
0000
P2
S5
oldsboro
3.24
3.24
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
8
32.59
0.
105.61
0.04
0000
P3
S5
Id9boro
3.00
3.00
Cam, Grain
130 bu.
2115W30
148
0
20
brig.
128
31.13
0,00
153.39
0.04
0000
P3
S5
Goidsboro
3,00
3.00
Wheat, Grain
65 bu,
9/1-4130
136
0
0
Irrig.
8
32.59
0.
97.78
0.0(
0000
P4
S5
oldsboro
2.73
2.73
Corn, Grain
130 bu.
2115-WO
148
0
20
Irrig,
128
51.13
0,00
139.58
0.01
0000
P4
S5
ldsboro
2.73
2.73
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig,
82
32.59
0,00
88.98
0.01
0000
PS
S5
ldsboro
1.50
1,50
Com, Grain
130 bu.
2/15.&30
148
0
20
Irrig,
128
51.13
0..
76.691.O.O<
OOOO
P5
SS
Goldsboro
1.50
1.50
Wheat, Grain
65 bu.
9114130
136
0
0
Irrig.
81
32.59
0,
48.89
0.01
7595
A
SS
Goldsboro
0,12
0.12
Small Grain Overseed
1.0 Tons
10/1-3/31
SO
0
0
Irrig.
5
19.97
0.0
2.40
0'0(
7595
A
SS
Goldsboro
0.12
0.12
Hybrid Bermudagrass Ilay
6.5 Tans
"3/1-10/15
296
0
0
Irrig,
29(
118.24
0.00
14.19
0.01
7595
B
SS
Goldsboro
0.17
0.17
Small Grain Overseed
I.0 7rins
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
3.40
0.0r
7595
B
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass I lay
6.51'uns
*311-10/15
296
0
0
Irrig.
2
118.24
0.00
20.10
O'N
7395
C
S5
Coldsboro
0,17
0.17
Small Grain Overseed
1,01'ons
1011-3/31
50
0
0
Irrig.
50
19,97
0.00
3.40
0.01
7595
C
SS
Goldsboro
0.17
0.1 7
Hybrid Bermudagrass I lay
0.5'1'ans
•3/1-10115
296
0
0
Irrig.
296
119.24
0.0
20.10
0.01
74' Database Version 3.1 Bate Prinled: 1 1/27/211 "{y WUT Page 1 )6

W-6. T.M.
Tract
Field
Source
1D
Soil Series
Tolal
Acres
Use.
Acres
Crop
RYE
APplic
Period
Nitrogen
PA
Nutrient
Req'd
(ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(1bs1A)
Applic,
Method
Manure
PA
Nutrient
Applied
pbs1A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(awe)
Liquid
Manure
Applied
(Field)
Solid
Manua
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7595
D
SS looldsboro
0.12
0.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
2.40
0.01
7595
D
SS
Goldsboro
0.12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/15
296
0
0
Irrig.
296
118.24
0.00
14.19
0.04
7595
E
SS
Goldsboro
0.13
0.13
Small Grain Ovemeed
L0 Tons
10/1-3131
50
0
0
Irrig.
50
19.97
0.00
2.60
0.01
7595
E
S5
Goldsboro
0.13
OA3
Hybrid Bermudagrass Hay
6,5 Tons
*3/1-10/15
296
❑
0
Irrig.
296
118.24
0. DO
15.37
0.01
7595
F
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0,00
2.60
0.01
7595
F
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6,5 Tons
*3/1-10/15
296
0
0
Irrig.
296
119.24
0.4
15,37
0.01
7595
G
SS
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
3.40
O.Ot
7595
G
SS
Goldsboro
0,17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/15
296
0
0
Irrig.
296
119.24
0.00
20.10
0.01
7595
H
SS
Goldsboro
0.17
0.17
Small Chain Overseed
L0 Tons
10/1-3/31
50
0
0
Irrig.
I 50
19.97
0.00
3.401
0.01
7595
H
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/15
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595
1
SS
Goldsboro
0.12
0.12
Small Grain Overseed
1.0 Tons
10/1-3/31
i 50
0
0
Irrig.
50
19.97
0.00
2.40
0.01
7595
1
SS
Goldsboro
0.12
0.12
Hybrid Bermudagms Hay
6.5 Tans
*3/1-10/15
2%
0
0
Irrig,
296
118.24
0.0
14,19.
0.01
7595
1
SS
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig
50
19.97
0.0
2,60
0.04
7595
1
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10115
296
0
0
Irrig.
296
118.24
0.
15.37
0.04
7595
K
SS
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1.3/3)
50
0
0
Irrig.
50
19.97
0.
2.6
0.01
7595
K
SS
Goldsbom
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
*311-10115
296
0
0
Irrig.
296
118.24
0.0
15.37
0.04
7595
L
S5
Goldsboro
0.17
0. It
Small Grain Ovcmeed
1.0 Tons
1011-3/31
SO
0
0
Irrig,
50
19.4
0.0
3.40
0.04
7595
L
SS
Goldsboro
0.17
0.17
Hybrid Bermudagms. Hay
6.5 Tons
*3/1-10/15
296
0
0
Irrig,
296
118.24
0.00
20.10
0.01
7595
M
S5
Goldsboro
0,09
0.09
Small Grain Overseed
LO Tons
10/1-3131
50
0
❑
Irrig.
50
19,97
0.00
1.80
0.01
7595
M
SS
Goldsboro
0.09
0.09
Hybrid Bermudagms Hay
6,51'ons
*3/1-10/15
296
0
0
Irrig,
296
118.24
0.00
10.64
0.01
7595
N
S5
Goldsboro
0.14
0.14
Small Grain Overseed
1.0'1'ons
1011-3/31
50
1 0
0
Irrig.
5
19,97
0.0
2.80
0.04
7595
N
SS
Goldsboro
0,14
0.14
Hybrid Bermudagrass Hay
6,5'I'ons
*311-10It5
2111,
0
h
Irrig.
29
118.24
0,0
16.55
0.01
'1a"' Database Version 3.1 Date Printed; 11122/7"" z WUT Page?, �6

Waste Utilizatinn Tahle
VPAr t
Tract
Field
Source
ID
Soil Series
Total
Acres 1
Use.
Acres
Crop
RYE
Apphe.
Period
Nitrogen
PA
Nutrient
Regli
(lbs1A)
Comm
Fail.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
ppHad
(acre)
Solid
Meaure
Applied
(acre)
Liquid
Manwwe
Applied
(Field)
Solid
Manum
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7595
O
S5
Goldsboro
0.14
0.14
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
2.80
O.Ot
7595
0
SS
Goldsboro
0.14
0.14
Hybrid Benaudagmss Hay
6.5 Tons
$311-10115
296
0
0
brig.
296
118.24
0.00
16.55
0.04
7595
P
SS
Goldsboro
0.13
0.13
Small Grain Overseed
I A Tons
10/1-3/31
50
0
0
1 brig.
50
19.97
0.00
2.60
0.04
7595
P
SS
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
113/1-10/15
296
0
0
Irrig.
29
118.24
0.
15.37
0.01
7595
Q
SS
Goldsboro
0.17
0.17
Small Grain Oversmd
1.0 Tons
I011-3/31
50
0
0
Irrig.
5
19.97
0.
3.40
0.01
7595
Q
SS
Goldsboro
0,17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/15
2%
0
0
Irrig.
29
119.24
0.
20.10
0.01
7595
R
SS
Goldsboro
0.13
0.13
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
2.60
0.01
7595
R
- SS
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/15
296
D
0
Irrig.
296
119.24
0,00
15.37
0.01
7595
S
SS
Goldsboro
0.10
0.10
Small Grain Overseed
EO Tons
10/1-3/31
50
0
0
Irtig.
50
19.97
0.00
2.00
0.04
7595
S
S5
Idsboro
0.10
0.10
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/15
2%
0
D
brig.
2
118.2
0.04
11.92
0.01
7595
T
S5
oldsboro
0.17
0.17
Small Grain Overseed
1.O Tons
10/1-3131
50
0
0
hTig.
5
19.91
0.0
3.4
0.01
7595
T
S5
oldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/15
296
0
0
Irrig.
296
118.24
0,0
20.10
0.01
7595
U
S5
oldsboro
0.17
0.17
Small Grain Overseed
IA Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
D.
3.40
0.01
7595
U
S5
ldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
*3/I-10/15
2%
0
0
Irrig,
296
118.2
0.00
20.10
0.01
7595
V
SS
oldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
2.60
0.01
7595
V
S5
oldsboro
0.13
0.13
Hybrid Bermudagrass tiny
6.5 Tons
*3/1-10/15
296
D
0
Irrig,
2
118.2
0.00
15.37
0.01
Total Applied,
1000 gallons
1,627.3
Total Produced, 1000 gallons
496.E
Balance, 1000 gallons
-1,130.7
Total Applied, tons
0.01
Total Produced, tons
0.01
Balance, tons
0.01
1. Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol # means user entered data.
Database Version 3.1 Date Printed: 1 1/22/2"" WUT Page 6
E

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Tom]
Acres
Use,
Acres I
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Regld
(lbs1A)
Comm
Fart.
Nutrient
Applied
(lbs/A)
Res.
pbs/A)
Applic.
Method
anure
PA
Nutrient
Applied
(1bs/A)
Liquid
ManwvA
pplied
(acne)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
in
ga11A
Tons
1000 gals
tons
0000
PI
SS
Goldsboro
3.95
3.85
Wheat, Grain
65 bu.
9/1.4/30
136
0
0
irrig.
54
2L73
0.00
83.66
0.01
0000
PI
SS
Goldsboro
3,85
3.85
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
!frig.
149
59.52
0.00
229.141
0.01
0000
P2
SS
Goldsboro
3.24
3.24
What, Grain
65 bu.
9/1-4130
136
0
0
brig.
54
21.73'.0.00
MAO
0.04
0000
P2
SS
Goldsboro
3.24
3.24
Soybeans, Manumd, Double Crop
38 bu.
411-9115
149
0
0
Irrig.
14
59.52
O.00
192.93
0.Ot
0000
P3
SS
Goldsboro
3.00
3.00
Wheat, Grain
65 bu.
9/1.4/30
136
0
0
brig
54
21.73
0.00
65.19
0.01
0000
P3
SS
Goldsboro
3.00
3.00
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
178.55
0.01
0000
P4
SS
Goldsboro
2.73
2.73
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
54
21.73
0.00
59.32
O.Ot
0000
P4
SS
Goldsboro
2.73
2.73
Soybeans, Manured, Double Crop
38 bu.
4/1.9/15
149
0
0
Irrig.
14
59.52
0.0
162.48
0.01
0000
P5
S5
Goldsboro
1.50
1.50
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig,
54
21.73
0.0
32.59
0.01
0000
PS
SS
koIdsboro
1.30
1.50
Soybeans, Manured, Double Crop
38 bu.
4/1.9/15
149
0
0
Irrig.
149
59.52
0.00
89.28
0.04
7595
A
S5
Goldsboro
0.12
0.12
Small Grain Overseod
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
2.40
0.9t
7595
A
S5
oldsboro
0.12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
•311.10115
296
0
0
Irrig.
296
118.2
0.0
14.1
0.01
7595
B
S5
oldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
19.97
0,
3.40
0.01
7595
B
SS
Goldsboro
0.17
0.17
Hybrid Bermudagmss Hay
6.5 Tons
43/1.10/15
296
0
0
Irrig.
2
118.24
0.
20.1
0.01
7595
C
SS
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1.3131
50
0
0
Irrig.
5
1997
0.00
3.40
0.01
7595
C
SS
GoldsbGro
0.17
0.17
Hybrid Bermudegmss Hay
6.5 Tons
03/1-10115
296
0
0
Irrig.
29e
118,24
0.
20.10
0.01
7595
D
S5
Goldsboro
OA2
0.12
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
brig.
5f
19.97
0.0
2.40
O.( e
7595
D
S5
Goldsboro
0.12
0.12
Hybrid Betmudagrass Hay
6.5 Tons
*311-10/15
296
0
0
Irrig.
296
118.24
0.0(
14.19
0.01
7595
E
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0'fons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.0
2,60
0.01
7595
E
SS
Goldsbovo
0.13
0.13
Hybrid Bermudegrass I lay
6.5'I'ons
+3/1.10/15
296
0
0
Irrig.
296
118,24
0.00
15.37
0.01
7595
F
SS
Goldsboro
0.13
0.13
Small Grain Ovcrsccd
l.0'1'ons
H)/1-3/31
50
0
0
Irrig.
50
19.971
0.00
2.6
0,04
7595
F
SS
Goldsboro,
0.13
0.13
Hybrid Bermudagrass Hay
6.5 l'ons
+311-10/I5
2%
n
fl
Irrig.
296
118.24
0.00
15.37
0.01
zd"" Database Version 3.1 Date Printed: l 1/22/2"." WUT Page 4 t'6

Waste llltili7gtinn Tahle
Vanr ?
Tract
Field
Source
ID I
Soil Series
Total
Acres
Use.
Acres 1
Crop
RYE
Appfia
Period
Nitrogen
PA
Nutrient
Raga
(Ibs/A)
Canm
Fra.
Nutrient
Applied
pbslA)
Res.
(lbslA)
Applir,
Method
Memure
PA
Nutrient
Applied
pbs/A)
Liquid
MwiumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7595
G
SS
Goldsboro
0.17
0.17
Small Grain Overseed
LO Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.
3.40
0.01
7595
G
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
'3/1-10/15
296
Q
0
brig.
29
118.2
0.
20.10
0,04
7595
H
SS
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig,
50
19.97
0,00
3.40
0.01
7595
H
S5
Idsboro
0.17
0.17
Hybrid Bennudagrass Hay
6.5 Tons
*311-10/15
296
0
0
Irrig,
296
118.24
0.0C
20.10
0,0(
7595
1
S5
oldsboro
0.12
0.12
Small Grain Overseed
LO Tons
10/1.3131
50
0
0
Irrig,
so
19.97
O,Q
2.40
0.01
7595
1
SS
oldsboro
0.12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
•311-10115
296
0
0
irrig.
29f
118.2
O.00
14.19
0,01
7595
1
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tans
1011-3131
50
0
0
Irrig.
50
19,97
0.
2,60
0.04
7595
1
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
*311-10/15
2%
0
0
brig,
29
118.24
0.0
15.37
00
7595
K
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
1011-3/31
SO
0
0
Irrig.
50
19,97
0.00
2.60
0.01
7595
K
SS
Golcisboro
0.13
0.13
Hybrid Bcrmudagrass Hay
6.5 Tons
0311-10115
296
0
0
Irrig,
296
119.24
0.00
15.37
0.01
7595
L
SS
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
SO
19.97
0.00
3.40
0.0
7595
L
SS
Goldsboro
0,171
0.17
Hybrid Bcrmudagrass Hay
6.5 Tons
"3/1-10/15
296
0
0
Irrig.
29
118.24
0,0
20.10
0.04
7595
M
SS
Goldsboro
0.09
0.09
Small Grain Overseed
1.0 Tons
10/1-3131
SO
0
0
brig.
50
19.9
0.
1,80
0.01
7595
M .
S5
Goldsboro
0.09
0.09
Hybrid Bermudagrass Hay
6.5 Tons
03/1-10/15
296
0
0
brig.
29
119.24
0.0
10.64
0.04
7595
N
SS
Goldsboro
0.14
0.14
Small Grain Overseed
1.0 Tons
I0/1-3/31
SO
0
0
Irrig.
50
19.97
0.
2.80
0.04
7595
N
SS
Goldsboro
0.14
0.14
Hybrid Bermudagrass Hay
6.5 Tons
$311-10115
296
0
0
brig,
296
118.24
OAO
16.55
O.Ot
7595
O
S5
Wdsboro
0,14
0,14
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
2.80
0.01
7595
O
SS
Goldsboro
0.14
0.14
Hybrid Bermudagrass If ay
6.5 Tons
•311-10115
296
0
0
Irrig.
296
118.24
0.00
16.55
0.01
7595
P
SS
Goldsboro
0.13
0. 131
Small Grain Overseed
LO Tons
10/1-3/31
50
0
0
brig.
so
19.97
0.00
2.60
0.0r
7595
P
SS
Goldsboro
0.13
0.13
Hybrid Bermudagrass Ilay
6.5'1'ons
*311-10115
296
0
0
Irrig.
296
118.24
0.00
15.37
0.01
7595
Q
SS
Goldsboro
0,171
0.17
Small Urain Ovursced
LO Tons
10/1-3/31
50
0
0
Irrig.
50
19.971
0.00
3.40
0.04
7595
Q
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass I•lay
6.5 Tons
63/1-IO115
296
O
O
Irrig,
296
118,24
0.00
20.10
0.01
'?t"' Database Version 3.1 Date Printed: 11/2217' WUT Page c - 6
a

WAate Iltili7.Atinn Tphit%
VAar 7
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Cr �
RYE
Applic.
Period
itrogen
PA
Nutrient
Rcq'd
(1bsfA)
Comm
Fort.
Nutrient
Applied
(tbs/A)
Res.
pbs/A)
Applic.
MdMd
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
MaouraA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gat/A
Tons
1000 gals
tons
7595
R
SS
Ooldsboro
0.13
0.13
Small Ondn OvermW
1.0 Tons
10/1-3/31
SO
0
0
Irrig.
50
19.97
0.0
2.60
0.01
7595
R
SS
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
*311-10115
296
0
0
Irrig.
296
118.2
0.
15.37
0.0t
7595
S
SS
Goldsboro
0.10
0,10
Small n Overseed
Grain
1.0 Tons
! 011.3131
50
0
0
Irrig.
50
19.97
0.00
2.00
0.04
7595
S
S5
Goldsboro
0.10
0.10
Hybrid Bermudograss Hay
6.5 Tons
*311-10/15
296
0
0
brig
29t
118.24
0.00
11.82
0.0t
7595
T
S5
Goldsboro
0.17
0.17
Small Grain Overseed
1.O Tons
1011-3/31
50
0
0
Irrig.
5
19.97
0.0
3.40
0.01
7595
T
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
CS Tons
*3/1-30/15
296
0
0
Irrig.
29
118.24
0, DO
20.10
O.Ot
7595
U
SS
Goldsboro
0.17
0.17
Small GrainOvetseed
1,0Tons
10/1-3/31
50
0
0
Irrig,
50
19,97
0.00
3.40
O.Ot
7595
U
S5
Goldsboro
0,17
0.17
Hybrid Bermudegrass Hay
6.5 Tons
*3/3-10115
296
0
0
Irrig,
296
118.24
0.00
20.10
0.01
7595
V
S5
Goldsboro
0.13
0,13
Small GrainOverseed
1.0Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
2.6
0,0t
7595
V
SS
oldsboro
0.l3
0.13
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/15
296
D
0
Irrig.
296
118.24
0.00
15.37
0.O1
Total Applied,
1000 gallons
1,591.88
Total Produced, 1000 gallons
496.E
Balance, 1000 gallons
-1,095.28
Tata1 Applicd, tons
0.01
Total Produced, tons
0.0,
Balance, tons
0.O1
Notes: 1. In the tract column, - symbol means leasers, otherwise, owned. 2. Symbol * means user entered data.
a._
Database Version 3.1 Date Printed: 11/22/7
WUT Page 6

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. lfthe available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Avnilahle Waste Starape C_'anarity
Source Name
I Swine N oon L uid
Desku Stonw Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
t
1
56
1
2
145
1
3
I80
1
4
180
1
5
180
1
6
180
1
7
180
1
8
176
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
I0
158
2
11
137
2
12
I11
• Available Storage Capacity is calculated as of the end of each month.
— 203474 Database Version 3.1 Date Printed: 11-22-2005 Capacity Page 1 of

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations foreach source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied
Sites must first be evaluated fortheir suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
I50
13.16
6.62
13.24
19.95
Hey 6 ton R.Y.E.
300
26.32
3.31
6.62
9.93
Soyb= 40 bu
160
14.04
6.20
12.41
I S_61
203474 Database Version 3.1 Date Printed: 11-22-2005 Sludge Page I of I

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incheslhouor)
Application Amount
(inches)
0000
P 1
Goldsboro
0.50
1.0
0000
P2
oldsboro
0.50
1.0
0000
P3
ldsboro
0.50
1.0
0000
P4
oldsboro
*0.35
1.0
0000
PS
oldsboro
0.50
1.0
7595
A
Goldsboro
0.50
1.0
7595
8
Goldsboro
0.50
1.0
7595
C
Goldsboro
*0.35
1.0
7595
D
Goldsboro
0.50
1.0
7595
E
Goldsboro
0.50
1.0
7595
F
Goldsboro
0.50
1.0
7595
G
Goldsboro
0.50
1.0
7595
H
Goldsboro
0.50
1.0
7595
1
Goldsboro
0.50
1.0
7595
J
oldsboro
*0.35
1.0
7595
K
Goldsboro
0.50
1.0
7595
L
oldsboro
0.50
1.0
7595
M
Idsboro
0.50
1.0
7595
N
oldsboro
0.50
1.0
7595
O
Goldsboro
0.50
1.0
7595
P
oldsboro
0.50
1.0
7595
Q
Goldsboro
0.50
1.0
7595
It
Goldsboro
0.50
1.0
7595
S
Goldsboro
0.50
1.0
--------------
7595
T
Goldsboro
0.50
1.0
7595
U
oldsboro
0.50
1.0
7595
V
oldsboro
0.50
1.0
'$A9 A' A Tl.....i........ \ 7..-.-- 7 1 r%.s.. 71�:«r A 1 1 "n t! WIAC I A L^ 1]--- 1 wF 1

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Wade Blackburn
Wade Blackburn Farm
2965 Wildcat Rd
Harrells NC 28444
Dear Mr. Blackburn:
Ala
•
Oz
R
April 3, 1997
OR 0 7 1"7
FAYcT EVIL : ;a
REG. OFFICZ
SUBJECT: Notice of Violation
Designation of Operator in Charge
Wade Blackbum Farm
Facility Number 82--240
Sampson County
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you -of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely,
for Steve W. Tedder, Chief
Water Quality Section
bb/awdeslet 1
cc: Fayetteville Regional Office
Facility File
Enclosure
P.O. Box 29535, 1P;6 FAX [phone]
Raleigh, North Carolina 27626-0535 �C An Equal Opportunity/Affirmative Action Employer
Telephone [phone]`;o recycles/10% post -consumer paper

�OF W A rERp Michael F. Easley, Governor+
`O G William G. Ross Jr., Secretary!
North Carolina Department of Environment and Natural Resources
17 -� Alan W. Klimek, P.E. Director
Division of Water Quality
August 19, 2005
Wade Blackburn
Wade Blackburn Farm
2984 Wildcat Rd p)111R-fAYE17f V1L1 E RcG10 4r�CE
Harrells, NC 28444
Subject: Certificate of Coverage No. AWS820240
Wade Blackburn Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Wade Blackburn.
hi accordance with your application received on August 27, 2001, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Wade Blackburn, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Wade Blackburn Farm, located in Sampson County, with an animal capacity -of
no greater than an annual average of 2,600 Wean to Feeder swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity -or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Pernittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
N,,���" hhCaro��' ,,a
d aturatty
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunityr/Affirmative Action Employer— 50% Recydedrl0% Post Consumer Paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A namelownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Keith Larick at [phone].
Sincerely,
for Alan W. KIimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS820240)
AFO Files

t-x,t,�„n, vY YtSLC N1dIIa�w••...._ _ ...... ...,... �.ai�.c,tjv•-
(Plcase type or print all inforrnanon that does not require a signature)
eneral Information:
Name of Farm: " 16,. L -,R-,1 IA Facility No: 19
Owners)Name: tJhJc Phone No: pS3L-'L136
Mailing Address: 65 L) ,LE( 7-j c Z`3
Fa,7r, LVC01i01z: County Farm is located in: 9Mp' +&"j
Fourteen Digit Hydrologic Unit: 03 t-)'�) a a o (A_ /a a oLa
Latiiude and Longitude: _/_ Integrator:�5� Sh �,�R••L
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): rjZo arLCjjs - _ L. L!, q-4
Operation Description:
Type of Swine No o Animals
�ocJ n to Feeder 66
0 Feeder to Finish
0 Farrow to -Wean
O Farrow to Feeder
.O Farrow to Finish
0 Gilts _
O Boars
5 tL /lc? .. 4. do (.- �4,.,-J
Type of Paukry No of Anunals
QLayer
OPullets
Other Type of Livestock:
�^nr­
Type of Cantle No of Animals
ODairy
OBeef
Number of Animali:
Acreage Available for Application: &.z> Required Acreage:
Number of Lagoons/Storage Ponds: - -- Total Capacity: D J ti , O Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
i(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste trratmcnt and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmcnual Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of poliuunts from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Ccascrvation service. The approved plan will be filed at the farm and at the office of the local soil and Water
Conservation District. I (we) know [hat modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature: Date: /2 - z 9- e
Name of Manager (if different from owner):
Signature: .1 Date:
AWC — August 1, 1997 1
lE oo9aT3
DEER - FAYETTEIlILI.E REGIONAL OFRGE

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commisaon pursuant to ISA
NCAC 5F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in ISA NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 21-1.0217 and 15A NCAC 5F-0001-.IX105. The following
elements are included in. the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, S), WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
ke Existing without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
O New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
Affiliation: j i Da Work Completed: r7, m- j.,
Address(Agency)-p �. �.(. Z 4 Phone No: 15'57- _ $1 _L .
Signature: Date: lz�z5 i
B) Land Application Site
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): AW A
Affiliation: I& It k ate Work Completed:
Address (Agency): P6, 3a
�� C, 7,o.4 q Phone No:
Signature: Date:
C) Runoff Controls from Ex erior Lots
Chec he appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): GR
Affiliation: fj l� n ate Work Completed: 1-L -L�
Address (Agency): p0. $Q 4*,L6A
l l�� Zo Phone No.:71 Q —5.5 Z `Yrj
.L
Signature: Date: !-L.z5 -I ri
AWC — August 1, 1997

D) Application and Handling Eguipm_ ent
Check the Appropriate box
(_� )existin or ex andin facility with existinp waste avolication Muipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
O New, expanded, or existing facility without existing waste application Nuipment for spray irritation (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by thV plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
(} New,expanded,or existing, facility without existing waste application equipment for land spreading not using spray
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gppiication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing ofapplicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): A,4
�_ "
Affiliation: _-S t K FA Dal Work Completed:
Address(Agency): ?D, Zo / �.0 7gy1 Phone No:
Signature:4-1 A -I Date: r-L'
E)
The waste managementklan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility anagement Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): G-�
Affiliation: �( Date ork Completed: !,( 5
Address (Agency): hone No.: 5Jo ,S; Z
Signature: Date: Z ��
F) Written Notice of New or Ex andin Swine Farm I
The following signature Tock is only to be used for new or expanding swine farms that begin constriction after June
21, 1996. 1f the facility was built before 1une21, 1996, when was it constructed or last expanded . I(we)
certify that I(we) have attempted to contact by certified mail all adjoining property owners and all properly owners
who own property located across a public road, street or highway from this new or expanding; swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997

III. Certification of Installation
A) Collection, Storage. Treatment Installation
New, expanded or retrofitted facility (SO
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification -is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site (V1'UP)
Check the appropriate box
"k. -Me cropping system is in place on all land as specified in the animal waste management plan.
O Conditional Approval. all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
() Also check this box it appropriate _
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print): 7kx A
Affiliation: /
Dat Work Completed: 4
Liq
Address(Agency): p D. 13� AwnA.C.
.Zg
Phone No.: Flo -53 µ Z
Signature:
Date: i-Z 2-5
This following signature block is onl4 to be used when the box for conditional approval in UB above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM_
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC -- August 1, 1997

C) Runo_ ff Control from Exterior Lots (RC)
FaciliU with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots. no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No.:
Signature: Date: .
D) Application and Handling „Equipment installation (WUP or 1)
Check the appropriate block
{) Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of.Technical Specialist (Please Print):k c-�
Affiliation: 4 Fa��-.s Date Work Completed: 6_
Address(Agency): ��. � l � Phone No.: IIV6 -S}I-
Signature: Date: �-UA-I
The following signature block only to be used when the box for conditional approval in III D hbove has been checked.
I (we) certify that I (we) have mmitted to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. .1 (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM_
Name of.Und Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control Insect Control and Mortality Management SD SI,WUP,RC orl)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): 4+.13
k 'Q &-
Affiliation: j � � ���
Date WorkCompleted:
Address (Agency) �. 1 1 G
Phone No.: _5 S t -t`.
Signature:
Date: z5 / -1 -7
AWC -- August 1, 199-T / 5

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Nutrient Management Plan For. Animal Waste Utilization
This plan has been prepared for:
Wade Blackburn Farm
Wade Blackburn
2965 Wildcat Rd
Harrells, NC 28444
(910) 532-2 i30
06-29-2005
This plan has been developed by:
Greer Moore
Private
fllf 1 0 . NI:3
Harrel , N 28444
(910} 3 4493
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the 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
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources servation Service or the standard of practices
adopted by the Soil and Water C rvation Commission.
Plan Approved By: &&Tz o�
Technical Specialist Signature ate
883894� Database Version 3.1 Date Printed_ 06-29-2005 Cover Page 1
0
cn
c_.
r—
Al;
`v
r�
Cn
Ln

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a
2,600 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1144
Incorporated
1964
Injected
2163
Irrigated
1243
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
4,074.07
1,627,344
-1,130,744
Year 2
3,985.29
1,591,880
-1,095,280
Note: In source ID. S means standard source, U means user defined source.
883884 Database Version 3.1 Date Printed: 06-29-2005 Source Page I of I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utill7atinn Tahle
VPAr t
Tract
Field
Source
ID
Soil Series
Total
Acres I
Use,
Acres
Crop
RYE
Apphic.
Period I
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm,
Fort,
Nutrient
Applied
(ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fieid)
N
N
N
N
low
gW/A I
Tons
1000 gals
I tons
0000
P1
S5
Goldsboro
3.85
3.85
Com, Grain
130 bu.
2/15.6/30
148
0
20
Irrig,
128
51,13
0.00
196.85
0.01
0000
PI
S5
Goldsboro
3.85
3,85
Wheat, Grain
65 bu.
911-4/30
136
0
0
Irrig.
82
32.59
0,00
125.49
0.01
0000
P2
SS
Goldsboro
3.24
3.24
Corn, Grain
130 hu.
2/15-6/30
148
0
20
Irrig.
128
51.13
0.00
165.66
OD
0000
P2
S5
Goldsboro
3.24
3.24
Wheat, Grain
65 bu.
9/14/30
136
0
0
brig.
82
32.59
0.00
105.61
0.01
0000
P3
SS
Goldsboro
3.00
3.00
Corn, Grain
130 bu.
2/15-6/30
148
0
20
Irrig.
128
51,I3
0.00
153.39
0.01
0000
P3
S5
Goldsboro
3.00
3.00
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
82
32.59
0.0
97.78
0,01
0000
P4
S5
Goldsboro
2.73
2.73
Corn, Grain
130 bu.
2/15-6130
148
0
20
Irrig.
12B
51.13
0.00
139.58
0.01
0000
P4
SS
Goldsboro
2.73
2.73
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig,
82
32.59
0.00
88,98
0,01
0000
P5
SS
Goldsboro
1.50
1.50
Corn, Grain
130 bu.
2/15.00
148
0
20
Irrig,
128
51.13
0.00
76.69
0,01
0000
PS
S5
Goldsboro
1.50
1.50
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
82
32,59
0.00
48.89
0.01
7595
A
S5
Goldsboro
0.12
0.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
2.40
0.01
7595
A
S5
Goldsboro
0.12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
brig,
296
118.24
0.00
14.19
0.01
7595
B
S5
Goldsboro
0,17
0. 17
Small Grain Overseed
1.0Tons
10/1-3/3t
50
0
0
Irrig,
50
19.97
0,00
3.40
0.01
7595
B
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595
C
S5
Goldsboro
0.17
0,17
Small Grain Overseed
1.0 Tons
t 011 -3131
50
0
0
brig.
50
19,97
0.00
3.40
0.01
7595
C
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
311-9/30
296
0
0
L.brig.
296
118.24
0.0
20.1
00.01
883884 Database Version 3.1 Date Printed; 6/29/2005 WUT Page 1 of 6

Waste Utilizntinn Tahle
v- t
Tract
Fietd
Source
lD
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fart.
Nutrient
Applied
(lbs/A)
Res.
Obs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(ibs1A)
Liquid
Manu=A
ppliiei
(acre)
Solid
Mature
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7595
D
SS
Goldsboro
0.12
0.12
Small Grain Oversecd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
2.40
0.01
7595
D
S5
Goldsboro
0,12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig.
296
119.24
0.00
14.19
0.Ot
7595
E
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
2.60
0,01
7595
E
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
VI-9/30
296
0
0
Irrig,
296
11 B.24
0.00
15.37
0.01
7595
F
SS
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
2.60
0.01
7595
F
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig,
296
118.24
0,00
15.37
0.04
7595
G
S5
Goldsboro
017
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
3.40
0.01
7595 1
G
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig,
296
118.24
0.00
20.10
0.01
7595
H •
SS
Goldsboro
0.17
0.17
Small Grain Overseed
I.0 Tons
1011-3131
50
0
0
Irrig,
50
19.97
0,00
3.40
OAr
7595
H
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig.
296
118.24
0.00
20.10
0.01
7595
I
S5
Goldsboro
0.12
0.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
2.40
0.04
7595
1
S5
Goldsboro
0.12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0,00
14.19
0.01
7595
1
SS
Goldsboro
0,13
0.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
2.60
0.01
7595
1
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tans
3/1-9130
296
0
0
Irrig.
296
118,24
0.00
15.37
0.01
7595
K
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
2.60
0.04
7595
K
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig,
296
118.24
0.00
15.37
0.04
7595
L
S5
Goldsboro
0,17
0.17
Small Grain Overseed
l.O Tons
10/1-3131
50
0
0
Irrig,
50
19.97
0AO
3.40
0,01
7595
L
S5
Goldsboro
0.17
0.17
Hybrid Betmudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595
M
S5
Goldsboro
0.09
0.09
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
1.80
0.04
7595
M
S5
Goldsboro
0.09
0.09
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig,
296
118.24
0.00
10.64
0.04
7595
N
S5
Goldsboro
0.14
0.14
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
2.80
0.01
7595
N
S5
Goldsboro
0.14
0.14
Hybrid Betmudagmss Hay
6,5 Tans
311-9130
296
0
0
Irrig.
296
118,24
0.00
16.55
0.01
883884 Database Version 3.1 Date Printed. 6/29/2005 WUT Page 2 of 6

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fed.
Nutrient
Applied
Obs/A)
Res.
(1bs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(1bs/A)
Liquid
ManumA
pplied
(acre)'
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7595
0
SS
Goldsboro
0.14
0.14
Small Gmin Overseed
1.0 Tons
10/1-3/31
56
0
0
Irrig.
50
19.97
0.00
2.80
0.01
7595
O
SS
Goldsboro
0.14
0.14
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
16.55
0.01
7595
P
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
bTig.
50
19.97
0.00
2.60
0.04
7595 1
P
SS
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
15.37
O,Ot
7595
Q
S5
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
3.40
0.01
7595
Q
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig.
296
118.24
0.06
20.10
0.01
7595
R
S5
Goldsboro
0.13
0,13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
2,60
0.01
7595
R
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
1 296
118.24
0.00
15.37
0.01
7595
S
S5
Goldsboro
0.10
0.10
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
Itrig,
50
19.97
0.001
2.00
0.01
7595
S
S5
Goldsboro
0.10
0.10
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
11.82
0,01
7595
T
S5
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
3,40
O.Ot
7595
T
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595
U
SS
10oldsboro
0.17
0.17
Small Grain Overseed
1.O Tons
10/1-3131
50
0
0
brig.
50
19.97
0.00
3.40
0.0(
7595
U
SS
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
311-9/30
296
0
0
brig.
296
119.24
0.00
20.10
O.Or
7595
V
SS
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
2.60
0.01
7595
V
SS
Goldsboro
0,13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
15.37
0.01
Total Applied, 1040 gallons
1,627.34
Total Produced, 1000 gallons
496.60
Balance, 1000 gallons
-1,130,74
'. ::..:.
Total Applied, tons
*d•r. F:
0.01
Total Produced, tons
` ' '^ = '
0.01
Balance, tans777,
,;.
O.OI
Notes; 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
883884 Database Version 3.1 Date Printed: 6/29/2005 WUT Page 3 of 6

Woe#& itfiillmotlnn Tahla
Tract
Field
Source
lD
Soil Series
Toial
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Feri.
Nutrient
Applied
(Ibs/A)
Res.
abs/A)
Applia
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gad/A
Tons
I ON gals
tons
woo I
PI
SS
Goldsboro
3.85
3.85
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
54
21.73
0.00
83.66
0.01
0000
PI
S5
Goldsboro
3.85
3.85
Soybeans, Manured, Double Crop
38 bu.
4/1.9/15
149
0
0
Irrig.
149
59,52
0.00
229.14
0.0(
0000
P2
S5
Goldsboro
3.24
3.24
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig,
54
21.73
0.00
70.40
0.01
0000
P2
S5
Goldsboro
3.24
3.24
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig,
149
59.52
0.06
192,83
0.01
0000
P3
S5
Goldsboro
3.00
3.00
Wheat, Grain
65 bu.
9/14/30
136
0
0
Irrig,
54
21,73
0.00
63.19
0.0(
0000
P3
S5
Goldsboro
3,00
3.00
Soybeans, Manured, Double Crop
38 bu,
4/1-9/15
149
0
0
Irrig.
149
59,52
0.00
178.55
0.04
0000
P4
SS
oldsboro
2.73
2.73
Wheat, Grain
65 bu.
911-4/30
136
0
0
Irrig.
54
21.73
0.00
59.32
0.01
0000
P4
S5
Goldsboro
2.73
2.73
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
00
162.4E
0.01
0000
P5
S5
Goldsboro
1.50
1.50
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
brig.
54
21.73
0.00
32.59
O.Ot
0000
PS
S5
Goldsboro
1.50
1.50
Soybeans, Manured, Double Crap
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
89.28
0.01
7595
A
SS
Goldsboro
0.12
0.12
Small Grain Overseed
1.0 Tons
I0/1-3/31
50
0
0
Inig.
50
19.97
0.00
2.40
0.01
7595
A
S5
Goldsboro
0,12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
14.19
0.01
7595
B
S5
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
1 50
0
0
Irrig.
50
19.97
0.00
3.40
0.04
7595
B
S5
Goldsboro
0.17
0,17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595
C
S5
Goldsboro
0,17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
3.40
0,01
7595
C
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig.
296
119,24
0.0
20.10
0.01
7595
D
SS
Goldsboro
0.12
0.12
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0,00
2.40
0.01
7595
D
S5
Goldsboro
0,12
0.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
14.19
0.01
7595
E
SS
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
1 50
19.97
0.00
2.60
0.01
7595
E
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
15.37
0.01
7595
F
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
2.60
0.01
7595
F
S5
Goldsboro
0.13
0,13
Hybrid Bermudagrass Hay
6.5 Tans
3/1-950
296
0
0
brig,
29b
118.24
0.00
15.37
0.01
883884 Database Version 3.1 Date Printed: 6/29/2005 WUT Page 4 of 6

Wacta Utll17Utinn Tahla
Vo n I
Tract Field
Source
ID Sail Scrips
Total Use.
Crop
Acres Acres P
RYE
App11c.
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Cantu
Fert,
Nutrient
Applied
(lbs/A)
Res.
(]bslA)
Applic.
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1
B� /A
Tons
1000 s
8�
tons
7595 1 G
S5 Goldsboro
0.17 0.17 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
SO
19.97
0.00
3.40
0.01
7595 G
SS Goldsboro
0.17 0.17 Hybrid Bermudagrass Hay
6.5 Tons
311-9/30
296
0
0
Irrig,
296
118.24
0.00
20.10
0.01
7595 H
S5 Goldsboro
0.17 0.17 Small Grain Overseed
1.0 Tons
I Olt-3/31
50
0
0
Irrig.
50
19.97
0.00
3,40
0.01
7595 H
S5 Goldsboro
0.17 0.17 Hybrid Bermudagmss Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595 1
S5 Goldsboro
0.12 0.12 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
2.40
0.01
7595 1
SS Goldsboro
0.12 0.12 Hybrid Bermudagrass Hay
6.5 Tans
3/1-9130
296
0
0
Irrig.
296
118.24
0.00
14.19
0.01
7595 J
S5 Goldsboro
0.13 0.13 Small Grain Overseed t
1.0 Tons
10/1-3/31
50
0
0
brig,
50
19.97
0.00
2.60
00
7595 J
S5 Goldsboro
0.13 0.13 Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
15.37
0.01
7595 K
S5 Goldsboro
0.13 0.13 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
2.60
0.01
7595 K
S5 Goldsboro
0.13 0.13 Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
15.37
0.01
7595 L
S5 Goldsboro
0.17 0,17 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
3.40
0.01
7595 L
S5 Goldsboro
0.17 0.17 Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
7595 M
SS Goldsboro
0.09 0.09 Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
5
19.97
0.00
1.80
0.01
7595 M
S5 Goldsboro
0.09 0.09 Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig,
296
118.24
0.00
10.64
0.01
7595 N
SS Goldsboro
0.14 0.14 Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19,97
0.00
2.80
0.01
7595 N
SS Goldsboro
0.14 0.14 Hybrid Bermudagrass Hay
6.5 Tans
3/1-9/30
296
0
0
Irrig,
296
118.24
0.00
16.55
0.01
7595 O
S5 IGoldsboro
0.14 0.14 ISmall Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
2,80
O.Ot
7595 0
S5 Goldsboro
0.14 0.14 Hybrid Bermudagrass Hay
6.5 Tans
3/1-9130
296
0
0
Irrig.
296
118.24
0.00
16.55
0.01
7595 P
S5 Goldsboro
0.13 0.13 Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig,
50
19.97
0,00
2.60
0.04
7595 P
S5 Goldsboro
0.13 0.13 Hybrid Bermudagrass Hay
6.5 Tons
3/1.9/30
296
0
0
Irrig,
296
118.24
0.00
15.37
0.01
7595 Q
S5 Goldsboro
0.17 0.17 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
3.40
O.Ot
7595 Q
S5 Goldsboro
0.17 0.17 Hybrid Bermudagrass Hay
6,5 Tons
i 3/1 9/30
296
0
0
Irrig.
296
118.24
0.00
20.10
0.01
893884 Database Version 3.1 Date Printed: 6/29/2005 WUT Page 5 of 6

Wame iltilizatinn Tahle
Tract
Field
Source
ID
Soil Series
Tom]
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
RegV
(lbs/A)
Cont.
Fett.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
0bs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1.O Tons
10/1-3131
50
0
0
irrig.
50
19.97
0.00
2,60
0.01
SS
oldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig.
296
119.24
O,OO
15.37
0.01
r7595T
55
Goldsboro
0,10
0.10
Small Grain Overseed
L0 Tans
10/1-3/3 [
50
0
0
brig.
50
19.97
0.00
2.00
O.Ot
S5
Goldsboro
0.10
0.10
Hybrid Bermudagrass May
6.5 Tons
3/1-9/30
296
0
0
brig.
296
118.24
0.00
11.82
O.D+
S5
Goldsboro
0.17
0.17
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
D
0
Irrig.
50
19.97
0.00
3.40
0.0(
7595
T
S5
Goldsboro
0,17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig,
296
118.24
0.00
20.10
0.01
7595
U
S5
Goldsboro
0.17
0.17
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
3.40
O.Ot
7595
U
S5
Goldsboro
0.17
0.17
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
20.101
0.01
7595
V
S5
Goldsboro
0.13
0.13
Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
2.60
O.Ot
7595
V
S5
Goldsboro
0.13
0.13
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
]frig.
296
I18.24
o.a0
15.37
0.01
Total Applied,
1000 gallons
1,591.88
=`
Total Produced, 1000 gallons
496.6
r:
Balance, 1000 gallons
-1,095.28
Total Applied, tons
_, .:.,
07
Total Produced, tons
�. , .
0A1
Balance, tons
0.01
Notes: 1. In the tract column, - symbol means [eased, otherwise, owned.
2. Symbol * means user entered data.
883884 Database Version 3.1 Date Printed: 6/29/2005 WUT Page 6 of 6

The table shown below provides a summaryof the crops or rotations included in this plan for each field, Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (tin
Soil Series
Crop Sequence
RYE
0000
P1
3.85
3.85
NIA
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
0000
P2
3.24
324
NIA
Goldsboro
Corn, Grain
130 bu.
Wheal, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
0000
P3
3.00
3.00
NIA
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
0000
P4
2.73
2.73
NIA
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
0000
P5
1.50
1.50
N/A
Goldsboro
C Wn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
7595
A
0.12
0.12
NIA
Goldsboro
Small Grain Overseed
1 "0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
B
0" 17
0.17
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
C
0.17
0.17
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
D
0.12
0.12
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
E
0.13
0.13
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
F
0.131
0.13
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
G
0.17
O.I 7
NIA
Goldsboro
Small Grain Oversord
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
H
0.17
0" 17
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
1
0.12
0.12
NIA
Goldsboro
Small Grain Overseed
1 "0 Tom
Hybrid Bermudagrass Hay
6.5 Tons
00100A n.t-h-. v...- I r r►w. o.i..#" Kr)ahMS

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7595
1
0.13
0.13
N/A
Goldsboro
Small Grin Oversmd
1.0 Tons
Hybrid Hermudagrass Hay
6.5 Tons
7595
K
0.13
0.13
NIA
Goldsboro
Small Grin Oversoed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
L
0.17
0.17
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
M
0.091
0.09
N/A
Goldsboro
Small Grin Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
N
0.14
0.14
NIA
Goldsboro
Small Grain Ovcrscod
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
O
OA41
0.14
N/A
Goldsboro
Small Grin Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
P
0.13
0.13
N/A
Goldsboro
Small Grain OveruW
1.0 Tons
Hybrid Bcrmudagrass Hay
6.5 Tons
7595
Q
0.171
0.17
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Torts
7595
R
0.13
0.13
N/A
Goldsboro
Small Grain Oversmd
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
S
0.10
0.10
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
T
0.17
0.17
NIA
Goldsboro
Small Grin Oversmd
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
7595
U
0.17
0.17
N/A
Goldsboro
Small Grain Overseed
1.0 Tom
Hybrid Bermudagrass Hay
6.5 Tom
7595
V
0.13
0.13
N/A
Goldsboro
Small Crain Overseod
I.0 Tons
Hybrid Bermudagrass Hay
6.5 Tans
PLAN TOTALS: 17.42 17.42
LI
Potential Leaching
Technical Guidance
< 2Low
potential to contribute to soluble
None
nutrient leaching below the root zone.
>= ZModerate
potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340)to scavenge nutrients, Sod -Based
Rotations (3 28), Long -Term No -Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
00700 A rl.*.;­ V_;_ '2 1 TNw. D.:. f^A 4nQMAf

The Irrigation Application Factors for each field i n this plan are shown in the following table. Infiltration rate varies
with soils. if applying waste Nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
0000
P1
Goldsboro
0.50
1.0
0000
P2
Goldsboro
0.50
1.0
0000
P3
Goldsboro
0.50
1.0
0000
P4
Goldsboro
*0.35
1.0
0000
PS
Goldsboro
0.50
1.0
7595
A
Goldsboro
0.50
1.0
7595
B
Goldsboro
0.50
1.0
7595
C
Goldsboro
*0.35
1.0
7595
D
Goldsboro
0.50
1.0
7595
E
Goldsboro
0.50
1.0
7595
F
Goldsboro
0.50
1.0
7595
G
Goldsboro
0.50
1.0
7595
H
Goldsboro
0.50
1.0
7595
1
Goldsboro
0.50
1.0
7595
J
Goldsboro
*0.35
1.0
7595
K
Goldsboro
0.50
1.0
7595
L
Goldsboro
0.50
1.0
7595
M
Goldsboro
0.50
1.0
7595
N
Goldsboro
0.50
1.0
7595
0
Goldsboro
0.50
1.0
7595
P
Goldsboro
0.50
1.0
7595
Q
Goldsboro
0.50
1.0
7595
R
Goldsboro
0.50
1.0
7595
S
Goldsboro
0.50
1.0
7595
T
Goldsboro
0.50
1.0
7595
U
Goldsboro
0.50
1.0
7595
V
Goldsboro
0.50
1.0
oo')ooA n L_ 17--- :__') Y r -.- TV..: -A C1'1AY1AnC T AV T']--. T ..t 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen appl ication
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
6.62
13.24
19.85
Hay 6 ton RY.E_
300
26.32
3-31
6.62
9.93
Soybean 40 bu
160
14.04
6.20
12.41
18.61
883894 Database Version 3.1 Date Printed: 06-29-2005 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated_ The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stnrage C.`anacity
Source Name
I Swine Nursery Lagoon Liquid
Des' n Storage Ca ac' Da s
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
l
I
56
1
2
145
1
3
-180
1
4
180
1
5
180
l
6
180
1
7
180
1
8
176
1
9
180
1
10
180
-1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2 1
7
180
2
8
180
2
9
180
2
10
158
2
Il
137
2
12
111
' Available Storage Capacity is calculated as of the end of each month_
883884 Database Version 3.1 Date Printed: 06-29-2005 Capacity Page 1 of 1

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. Wastelnutrient
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
brealdng 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 that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
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.
883884 Database Version 3.1 Date Printed: 6/29/2005 Specification Page 2

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.
883884 Database Version 3.1 Date Printed: 6/29/2005 Specification Page 4

Ab

i

1
Out 17,
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!V61
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r W
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mo
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it4
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• 2�1� I� � ��tif C '��� r.t i k! ����� � yy�.(;, 1z�A tl y �r •'f �Iy .
S-Im
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'�� }��`� � ''�,. �'� �,. ♦• '� 1,,��; f kj:��r,� t .t��4�i�.�!�{�l il� , �," f fit`
.Ir It d
�_� >i�Y �"ar Y� ��' �: 1' t� t' f '•�i, 1 p I �� •i u. _� ..L y �+ L.,
i
A
1.
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,.I

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
qlo- Igc-
914
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewail of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caus-ed by animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a.
b.
C.
Contractors Name:
Contractors Address:
Contractors Phone:
,a
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: nAd K GA
b. Phone: �to - Sat_ 49l.1011
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids I-rFlush system is designed end operated
sufficiently to remove accumulated
soil from gutters as designed.
dl Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ""-"-intain lagoons, settling basins and
pits where pest breeding is apparent to
rninirrize the crusting of solids to a depth.
of no more than 6-8 inches over more then
30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
o caging wastage.
) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues t eaduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)•
nspact for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes �minste low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and d- turbance by animals is minimal,
aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 1 1. 1996

Dry Manure Handling Accumulations of animal wastes "'i'lemove spillage on a routine basis (e.g. 7-10 day
systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
isposd.
j Pr ' e for adequate drainage around manure stockpiles.
aspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
/ r
f -
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613. North Carolina State University, Raleigh, NC
27695.7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production Ye etative or wooded buffers;
ecommended best management
practices;
and common sense
Animal body surfaces Dirty manure -covered animals /(} Dry floors
Floor surfaces Wet manure -covered floors (1 ed floors;
Waterers located over slotted floors;
{ors at high and of solid floors;
Se a manure buildup from floors;
nderfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
to rge,or scrape
Parital micorbial decomposition Undffloor ventilation
Ventilation exhaust fans Volatile gases; Fa n aintensce;
Dust Efficient air movement
Indoor surfaces Dust ashdown between groups of animals
{ 1 Feed additives; r
I l F er covers;
Feed delivery downspout extenders to
feeder covers
r tanks Agitation of recycled lagoon ( I Flush tank covers
liquid whiles tanks are filling 1 } Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor
conveyananca ventilation
Pit recharge points Agitation of recycled lagoon [ j Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling (j Sump lank covers
and drawdown
Outside drain collection Agitation during wastewater (j Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater f I Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
R�par lagoon liquid capacity
ou�fagoon startup procedures
airKu-m surface area -to -volume ratio
nimum agitation when pumping
[ } Mechanical aeration
f 1 Proven biological additives
Irrigation sprinkler nozzles High pressure agitation frig -to on dry days with little or no wind
Wind draft Mi 'mum recommended operation pressure
Pumo-i6take near lagoon liquid surface
R 0-Pump from second-stago lagoon
AMOC--Novembor 11, 1996

,rage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
f I Bottom or midlevel loading
{ I Tank covers
(} Basin surface mats of solids
l I Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition I I Extend drainpipe outlets underneath liquid
Mixing while filling le al
Agitation when emptying move settled solids regularly
Manure, slurry or sludge Agitation when spreading [ I Soil injection of slurry/sludges
Spreader outlets Volatile gas emissions ( I Wash residual manure from spreader after use
{ I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying f l Soil infection of slurry/sludges
or sludge on field surfaces { 1 Soil incorporation within 48 hours
{ I Spread in thin uniform layers for rapid drying
{ I Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead animal disposal Carcass decomposition { 1 Complete covering of carcasses in burial pits
pits (j Proper location/construction of disposal pits
Incinerators Incomplete combustion f I So ry stack burners
co
Standing water around Improper drainage XGrade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter /
re tracked onto public Poorly maintained access roads Farm access road maintenance
ivausfrom farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flusa--Legoon Treatment; EBAE 129-88
NCSU-SAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Sigriature)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
an lowing steam or public body of water.
} Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
[ } Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated -scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
"Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime: This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the Iagoon for future wet
periods. In the Iate summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4_ overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
I. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaldng with potentially serious`consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
I. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

{
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor. signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a Iagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entenng the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and.spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the darn.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

W % T I OM)"a.J F6,n o-1
About Your- Gauging Device
Maximum Liquid Lcvc! (start pumping)
Best Management Liquid Level
34 ..JJ%Es
Minimum Liquid Level (stop pumping)
cc fO .4cAt45
Gauging devices are installed on the inside lagoon bank to. show
the maximum liquid level, best�management liquid level and
minimum liquid level. Above the maximum liquid level is the 25
year - 24 hour storm and the one foot freeboard. This area will be
painted red to alert the grower thatyour liquid level is in the
violation zone. The middle pipe is the best management liquid
level. Maintain -lagoon liquid level around this point during
summer months, for summer thunderstorms. Begin pumping
lagoon towards the end of summer and fall to the minimum liquid
level, so thatyou can make it through the winter months without
having to pump.
RE _=IVFD
t' r,

r T
1 cover LE,ter
2 So, 1 S Map
:3 Cunservation Plan ma".
4 SCS-ENG-528 (Soi; Investl3atlen)
5 Hazard CiaE2,F;cation
* LaBoon Design Data
* Waste Util ization F'ar.
:3 Seeding Specifications
9 (Egcavation)
10 NC - ENG - 12 (E.,n b a n 1; re e r, t
11 E N G - 12 (Pad)
12 Nf::-ENG-40 (Plar, of Encavation Waste Storage Lagoon)
"Ty,-, i ca I View of A One -Stage Lagoon
14 Operation aDd Nainty5ancp PI an
15 5 pecificitions for Construct ian of Waste Treatment Lagoons
16 Topographical Map V/La3oon & Houses
:7 Cross -Sections of Lagoon :1 Pad
Die s;oj4 o t 4 W .H06.-j PhILIE 1sob..4 At 1 15
5 4 *4-J J4 IIL JS 41JJ 'Spit r-; Y', c-416J S..
Arrizov0d psoid"Jej 5 re
40 * a 9JI #)� ab ror 4 go .
4t4i'lag, f.risle
1*560,J, pica. FLIC-))

W :1?11 _ � : .
Plea e r=_ :1='.. t4e atLAZ Ed plan and s_acIFicati = care Fa;1j.
1'•. e t a I P t h l a i' `. an For 1_ u r USE a l: l • e c o r d s. it . S E t n i '.
it an, r'- _- C _ nt R_ t. r an_, ti = Sol
nod mark n--. _ f = 0900tsir.. . a t E'.Pr ;one under; 1 d F .. at 1
51 =-i f 1 C a t;Ws ant top� CSO be cart. 1 JPd Qrm ant
❑t- Shdr'e .s iN'J01VEJ
The f,ad &f] A any a 1 d raaPs. are i;fE eSt 0 3 t zma s aC-
Gat We; 0r contractor 15 responsib!e for final 1ay/out a N d
,fie=ion of the r=ads, SCS p rsonne'. wi 1 1 ass 1 st i a a I imi tad
capacity., as i tS major concern i s the proper d =s i an and
c*nstruction of the waste treatment iiagoon.
The a_tUaI amount a material required for pads and dam may
vary from the estimates. The aesi3n wi i l attempt to balance
cuts and fills as close as possible. if additional material is
rEqu i red after construction is complete on the - I dgoon, the
con tr ac for and owner- w i.l I nealot i ate can the price and location
of the borrow area.
It should be noted tnat certification of the lagoon will depend
upon a; I spec ifications being met. Import s inchide
length, w i d t h F depth, slopes, top•soi I placement, cQr-rect
e l evat i ons (top, bottom, discharge pipes) , and seed i n3.
ARE CULTURAL F:E.SOUPCES EVIDENT? YES NO :<
I7E3IG10 REQUIREMENT: 13092S cu.ft - 4:_:49 cu.yds.
ESTIMATE OF EYC:AVATION: 115168 cu.ft - 4Z65 cu.yds.
ESTIMATE OF PAD:
Cu.ft cu.yds.
ESTIMATE OF DIKE: cu.ft - cu.yds.
ESTIMATE OF MATERIAL FOR SANDY-C.-AY LIFER: = Cu.yds
ESTIMATE OF TOPSOIL REQUIRED: = cu.yds.
Fiat i o ; 1
--- Total Excavation = 4265 cu.yds.
.Iota Class II
Designed By
Design Approval
- - Asn !; -------
MWJ
o3
Date

HA -GLL
The _ , n is _used on t`,e sot tjDas, crops to be grown, and
methct of app,;cation for- y+:ur par icu:ar oper ation. The waste
must be land app l i ed at a si; ec i f i ed rate to prevent pollution
.f surface anc/or Srouncwa`er. T-e plant nutrients in the
animal .taste s`Iouid be used to redice the amount of commercial
f er t i I i zer- required for th+e crops in the f i e I :s where the waste
is to be as l i ed, This waste ut • i zat + on plan uses n i tr gE'n as
the limiting nutrient. Waste should be analyzed before each
app l i c at i cin and annual so i ; tests are enc oura3ed so that all
p!ar.t nutrients and ! ime can be valanced for realistic yield
of the crops to be grown.
Several f actors are important : ri imp I ement i n3 y6ur waste
uti I ization plan in order to maximize the fertilizer value
of the •.,ante and to ensure that it is applied in an eriv i r-on-
menta; ly safe manner. Always a;piy waste based on the needs
of the crop to be Sroyin an? ths .,' tr i ent content of t :e waste.
The amount o= a✓a i l a_ l e n i tr _:gro for plant use is dispendant or,
the method of app I i cation. So i l type is important Niue to
different teaching potential and yield potential. Neste shall
not be applied to land ery d ; n3 at greater than c tons per acre
per year: Do not app y waste an saturated so i Is or on land
whet the surface is froze!. Ether of these cr+ndit:vris may
resu:t in runoff to sur-fa_e eaters. mind conditions FASUld
a!scr cue cQnsicered to ava:d Drift and downwind odor problems.
o ma:.imizs the value of the nutrients for crop production and
r" a=_ ure the potential for psi l ut i o, waste should be app I i ed to
a Sr'- ^ . n2 crop or not more "ran 00 days pr" ior to p l ar t i n'3.
Saco! incorporation of the waste .. conserve nutrients and
reduce o dQr" problems.
errs.
The acres needed to apply the animal waste are based PrT
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending om the
sPec if i c waste analysis report for your fac i I i ty at the time
of irrigation.

r
1 STEADY SAT = - : vE E i -
0 rz 3 r d r' - `. _ , = B n) 1 . 1 7 ! . O . - to
t. -=t_c : _ :Ls.
in-..
REA7 V. wUTE L4300:
Vo i urge = ! _'_100 i is . SS._k X Treatment Volume Crr` n. ESLW
Treatment Volume _11!b. SMW= 1.0 r_.!b. SS04
Volume 78000 c u t i c feet . STORASE V�=L E F R ,.._003E 4T � _'i' -LA T I - . , ih1ME& Ks7d Is so skip awn,
.f
Vo ! ume = `_i cuts : c feet S�w1�� w:1� �E �srt.ve� A� r7aila�
4. TOTAL DESIGN : OLl:NE
Inside top: iength Z90 feet ;-widtrt 100 feet
Top of dire at elevation 5Z. 50 feet
Freeboard 1.3 feet"'S:de s!opes 2.5:1(rrrside)
Total desi3n; 1aSnon !:quid level at e:evatiop 51.ZO feet
Bottom of la3=on at eieyat,ors 40.00 Feet'
Seasona : h i 2h water tab : e e ; evat i _ n 46.00 f eet.-.
Total design volume using pr-rsmoordal formula:
SS/END! SS/ENDS SS/ SIEE1 SS/ENEZ LENGTH WIDTH DEPTH
w.- 2.5 Z.5 2.5 Z85.5 93.5 11.zo
AREA OF TOP
L='4 r'4 Z 507 (Area of Top)
AREA C = BOTTOM
LENGTH X WIDTH =
L2= 37 2521 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
256 66 6694! (Area of MidsertiQn X 4)
CU. FT. - :Area tee+(4"Area �MiQsectioo)+Ar ea Bottom] H Vepth/6
6507 66941 S531 2
VOL. OF ' A•G'=r:N A7 70TAL DESIGN LIQUID LEVEL _ .9:3 CU. FT.

L a naSe Area:
La3oon (top Qf dike)
Lens X W,Kth =
100 100
1"000 EVUI-E OVEt
BU:-c-nis Poci
Squa-e Oeet
TGTA. DA
20000 Square Feet
Des jSn temporary stora2e
W be 120 days.
A.
Mume of waste produceo
Appron imate da;!y
prvduct:on of manure in CF/LB SSLY
Volume = 78000
Lbs. BSLW X CF of waste/lb/day X ISO
Volume - 19094
Cubic feet
Volume of wash water
This is the amount
of fresn water uses for washing floors or
volume of fresh water
used for a flush system. Flush systems
that recirculate the
lagoon water are accounted for in 5A.
Volume = 0
Gallons/day X 1SO days storage/7.48
gallons per CF
Volume = 0
Cubic feet
C.
Volume of rainfal I
in excess of evaporation
Use period of time
when rainfall eNceess evaporation by
larSest amount.
I% days excess rarnfail = 7.0 inches
voluTe = 7.0
Inchet X DA / 12 :riches per foot
Volume = 16?16.66T
Cubic feet
D.
Volume of 25 year -
24 hour storm
Volume = 7.0
inches / 1Z inches per foot X DA
Volume = 16917
Cubic feet
TOTAL
REQUIRED TEXPORARY STORAGE
5A.
190?4 Cubic feet
5P.
it Cubic feet
5C.
16917 Cub i c f e e t
5D.
16917 Cubic feet
TOTAL
5Z9Z8 Cubic feet

-----------------------------------------------------------------
A:.% • .,L_ TYPE OF .kN IMAI _ 1000 -A-'I 'AZ__ rTR YEAR
RAC. FIELD : SEAL OROF :CR PCODEE:
---------'--__---;---- �--.-------.------------------------------- ------- '
_t
li 1 : ]4A : _ 4 HYBRID EE:RMUDA'. BASS HAY PH
-----------------------------------------------------------------------------
A_-F 0. =Ut.NAPY OF r ONS, YIELD, AND ` U7RIENT REQUIREKE%TS, nY SOIL TYPE
-----------------------------------------------------------------------------
r C.ROF :SOIL : I ELD :. NITS : TOTAL N ! *TOTAL P : *TOTAL K
------------------------------ ' --- : __ ----' ----- '----------'--------- '
YBR I D DERM—,jDAGRASS HAY : G oA : _ : TCINS ' :301) 110 : 140 - 160 ;
+�-'- -
T ta! phr;�sph�ateand pQtashi amounts should be confirmed with a suit test.
TABLE Dw 'WASTE MANAGEMENT BY FIELD
: CROP : TASTE APPL : TYPE !BASTE y : COMM N ! MONTHS TO APPLY
TRACT ! F : _._D : CODE! METHOD WAS-E LB/AC: LS AC: : ANIMAL. WASTE
----- --- -------'- ---- -------------------
I : BH : IF,RIGATE : SNINE : ?00 : APRIL TO OCT

41

1 fz
S _r c_ D'.
i
' L
VLime Er. ES)1 1i-EatmEr1± 1!_ IL:'�:E C—SLW
T' eatrrierl w 'J: t �'r]_=-' r t . e7zv!= 1 .'_' r =,f ; StiLx
V! Li'r. e = 4_".1 i}{"` c U t i c f e e t ST1_i:ASE- V' Y. �_�� �_ !D'r;= 4�v'_'i'_!_"ATIr_ r Valii t ILCrussis A ShkJ-54 i�lA9fs.
V ! urr.e Utz ; c feet 5i..1gaE w•11 bt Lco—vej As Ar'sje1
4. TOTAL DES I N Vi-DLUME
Inside tcxp: Q feet 10") feet
Top of d i ice at e ! evat i _'rr 5;L. 50 feet
Fr-eet,r.ard 1.= feet S:,Je slopes Z.5:1(inside)
Total design I aw _.on [!quid i-eve I at e : evat i orr 51.20 feet
Bottom of Ia3_orr ac eIevat! on 40.00 feet
Seasc:r:a ! fir i a[`r :.ate:- tat i e e ! e•: at i on Ad,.90 f eet
Tc,tal desi3r, von ume usin3 pr-ismordal f rmula:
SS/E' DI SS/S'=D- SS/SIEEI SS/END: —E:jGTP WIDTH DEPTH
_ 5� 2'=' 2 .F c. ?^.F 11.Ztr
AREA r_:c TOP
LEA:'ETH kIDT`i
=:4 �'4 Z5507 (Area of Tors)
AREA !_=' P-JTTOM
LENGTH X WIDTH
22a S7 85 3 1 (Area of Bottom)
AREA '•='F MIDSECTION
LENGTH X L:IDTH 5' 4
`5� 6 66941 (Area of Midsection :: 4)
CU. FT. _ =Area }:'F'+(4fA;-ea n�i sectic.�.)�4.€'a r_.:•ttc,rn] 'X Dept+~,/�i-
26507 66941 8531 z
VOL. OF LAGJQN AT 70TAL. DESIGN LIQUID LEVEL = CU. FT.

t Z j
ri a
Lai' i f k E?
U
L E? ri q I"
A:- A i a e
des 1 3 r; t e wp r a r y E t r a -27 e t 2 days.
A Vo 11 uine of -..'rite produced
Aplz4r:.!..irr)a4I-e da I prr.--duc t'on r,f marjure ir. C.F!Lf--. SZ'LW 0 0 13
Vo I Ume =
, 0tD, La's. SSLPJ I', CF of waste/ I b/day X 1,80
Vo I ume = 1,90,P-1 Cubic feel-,
B Vc- I ume of wash water
This is the amount'c.f fresn water used for- washing floors or
volume of fresh water used for a f I ush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Vo I ume = Ga I I ons/day X I�E'() days storage/7.48
gal Ions per CF
Vo I urne = 0 Cubic feet
C Volu;ae of rainfal I in e-cess of evar-oratiort
Use peri,:..J of time when rainfall e;.cee,:s evaperation by
Jar-Sest am.--unt.
180 days excess rainfail 7.0 inches
Volume = 7.0 Inct-tes 'XX DA / 12 :aches per- foot
Vo I ume = 16916.61:6.7 CuDic feet
D. Vo I ume c,f '-"'5 year - Z-4 hour storm
Vo f U:..I e = 7.0 inches / IZ inches per foot X DA
Vr' I ume = 16917 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 19094 Cubic f e e t
5B. 0 Cubic feet
5C. 16917 Cubic feet
5D. 16917 Cubic feet
TOTAL 52928 Cubic feet

r_] _ i u r,, eC c i- e e r
T:`ii ! art ieIu:r`e a '1�i:c FeE?
d t. tmr:t. <.us sIu.j'ae a._urrr.= 7Cj. Ft.
.At eiev. 4 .F50 Ft; V ,;= I Z 5 4 ? C.ut,ic feet tcr+d pumping)
TetaI des i 3r, v:.I ume I ass =5yr 3tor m = I7-:445 Cu. Ft.
At eiev. 50.50 Ft; V�_-!= 172-26;;, Cubic feet t4tart pumpoirr3)
Seasona 1 h i gh water tat.1 e e l evat ion i s 46.00 Feet, wh; r—h must
be I :,wer than the e : evat r c.r, :.f t _ p of t-eat-men t v:.l ume 48.50
i
DESIGNED U-:Y:
-------------------
DATE:
APPROVED BY:
D A T E:
.`'!!=r T E . SEE ATT AC' �4D i;AS L!T I' I ZAT I ON FLAN
ADD 1 r 1 3 NA: jtii TES .
------------------------------------------------------------------------
------------------------------------------------------------------------
------------------------------------------------------------------------

Cr='ERAT 1 --!N A.N'D MA 1N "EN'A;NC E FLAN
T h, i s ! a3c,on i s eyes i gned f :,r -4as to tr eatinerrt ( perrr.ar,ent F.torage ) w i th
rninimurn c-dvr C�'r,trc+I. The time re.1uir-ed fc,r the pIanr,ed fluid IeveI
to be reached (permanent. + ternporary stora3e) may vary due to
f l ush i ng operations and the amc-unt c-f fresh water- to be added to tt,e
Ti`,e designed t• rnc.rrths . ternporary storage is arr est irnated vo l urne
based i,rr : i ) waste frc,;n aniina! s; Z') e::cess rairsfal I after•
e ••apor•at i on; and =:) the l ar3est Z4 h,c-ur (orre day) rainfal I that
,_.:curs or, the average .:f :,Fite every ":-5 years. The volume of
waste 3enerated frorn a given number of arrimals wi i I be fairly
c:instant throughc,ut the year and frarn year to year. This
es, tirnate is teased or, 7 inches of excess rainfal I which is
equa I to c{r a>:ceeds the h i ghes t 6 months excess i n a year.
The average annual excess rainfall is approximately o inches.
Therefore, an average of G inches of excess. rainfalI wiII
need to be pumped each year. The 45 year rainfall wiII not be a
factor- to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the cutlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker- must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveIin3 Sun irrigation. Care should
be taken when appIyin3 waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
I. It is strongly recommended thra the treatment I -&Soon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre -
charging is completed, flush buildings with recycled lagoon
! i qu i d. Fresh water shou I d not be used for f I ushi nS after
initial filling.
The attached waste utilization plan shall be followed.
Th i s p I an recommends sarnp 1 i rr3 and test i n3 of waste ( see
Attachment B) before land application.

Peg i �, pump-aut of the lagoon when fluid l eve I reaches e l eva-
t i 0 r-I 50- 0 as marked by permanent markers. :estop pump -out
when the fIUnd level reaches eieva:.ion 48.50 or before
fluid depth is less than h feet deep (this prevents the less of
favorable bacteria). The desigln temporary storage, less Z5 year -
storm i s �36011 cubic feet or ZiTM3 Sa I l pans . As stated
before, this vo!ume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation i s one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
rnowed annuaIIy. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
T. All surface runoff is to be diverted from the lagoon to
stable outlets.
a. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
poi,Iutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

SF*EC:IFIC.ATir_IrJS- FI-o CC1VJSTF,*'JCTI0N OF WASTE TREATMEPJT L.AGIIIFINIS
-------------------------------------------------------------
CLEA„ING:
AI I trees and brush shal l be remr,ved from the corrstructior, area
of=_ire ar,y ecavatirrg Or fi I I is started. Stumps Ji I I be
r'er,`,cr''.'�.j , i ter i n fire dr'@a _rf ttre f!;ilr, jot I _ rs c f the err t an},:fr+Errt arrd
f i I i areas and all excavated areas. Al I stumps- and r �:�ts e::cee�irr3
f,rle (i) i roc h i rr d i arneter sha i I be removed to a m i rs i murn depth crf
r,e (1) f:_-.:rt. Sat isfactcry dispositlon will be rnac.e -f all
Jets i s. The fc.ur,dat i on area sha I I be I oosened t.,orcru ah I bef_lre
p: l a c er,rient of embarrlaner,t mater- i a l La3oQn s i to ( and pad s i to i f
needed to be str i pped of topso i 1 (:3" ) and stockp i I ed for- use on dike
and pas I apes (2--3'r ) . The tops i I i rig quant i ty i s i rr e>:cess of
amounts specified on page one (1).
Cut-_rff Trench:
A cut-off trench (when specified) shaII be installed as shown in
the plans.
Construct i-on:
------------
Construction of excavated and earthfi I I areas steal I be performed
to the meat Iines and grades as planned. Deviations from this will
require prior- approval of the SCS. Earthfill shall be placed in
ma>:. of c" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-fcoot rotIer
dur i n3 p i ac ernent. The embankment of the lagoon sha l I be installed
using the more irnpervi ous materials. Construction of fill
hei3ht5 shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilied and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investi3ation
information in the plans for special considerations. Precautions
should be taken dur-in3 construction to prevent excessive erosion
and sed i mentat ivrr.
Vegetation:
I
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as passible
after construction according to seeding specifications street.

--------- --------------------
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• sa,&
- no
9 -4
awn li3A
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---------------------------
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-
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-------------------------
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-- -- �; � ...__� ___ �I '--' J i - �""" .: � L� : bra � _ . _... _--` ':. ; :.: ' . � ::

_. 3 - -- W.. _ . :. _ A -- -
.0 L 1 . HiL.ED iiE3%I)A eOAS: 1 _ 011S. PER ACRE
(SUITED - P.. MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 L2S. RYE ARAIN 2 3
0 LPS. PER ACRE .NORFERY FESCUE)
0.0 LBS, RYE GRASS @ 40 LEE. PER ACRE (TEMPORARY VEGETATION)
SEEDI%G DATE. 4Er 1._M2ER 1 TO MARCH 30
LES .
AFF'LY THE FOLLOWING:
1000 LES. Or 1 10-10 FER i IZIZE- (ati00 LDS. -En AC!El
2.0 TONS OF DDLO:XI-IC LIME (Z TONS PER ACRE)
100 SALES OF SMALL GRAIN STRAW 000 PALES PER AGRE)
ALL SURFACE DRAINS S=CULD EE =S:TAL._ED PRIOR TO EHEi INS. SHAPE ALL
DISTURBED AREAS ! MVED I A- ELY A= -,_- EARTI- M0V: N5 : S _ = MP.ST!U . APPLY
LIME AND FERTILIZER, 7MEN DIS:•-:: TO PSEPARE A 3 TO 4 IUCH .SM007H SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A C_LTIFACKER R SIXIWAR EQUIPMENT.
APPLY MULCH AND SECURE WI7H A ML.LCH ANC:H RINS T2CL OR *'SETTING.
1. NEN SACOLA F°AH I A SRASS I S SL': KER TO ESTABLISH THAN COMMON
BERMUDA :RAS.S. WHEN USING BAHIA, I' IS RE_CVMENDED THAT a
LES. . PER ACRE � iF COMMON BEF.MUDA BE INCLUDED 70 PROVIDE COVER
UNTIL BANIAGRASS IS ESTABLISHED.

u. S. 0[►Atfle1T W AMICMnM It-04-40
to i l C-4 orwt I an MwV I ce a rw - 7191
PLAN OF EXCAVATED WASTE STORAGE PIT
NAM:_ LJA-JE @&AMA4 - - ... Dats: 7-Z1" 13 -
County; sa.,ns.,.� •-
- I
Address:
Z 9 Q.n
too tN �
a �t tt�ortZ�Te ! /
8 y
5'Z.5 Avg. for GLcr. /ate
aq. et�r an. 1
t
(9w b k for velum =IwAst1wal -
Use of facility:
Mic::
Bench xazk
T.tH. - ch,V. s-,>. s
bottom
liorsial Liquid L wel
storaqe for normal Procip.
Maxim= Liqaid Lfnftl
75 yr. stom statsga
crest 2"
Kax.Flor Depth
Frooboard
Top of Dan
-713 Ix79---) _Vf
slw.
slow.
M Ft.
slow. o . s
(+) 7 ft.
u.w.
M rt.
(+) Ft.
slow.

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building I Top Width - Settled Top Elevation IT- S
y
T' i t
I i
Pipe (heeds to he adequately
supported)
OUTLET PIPE ELEV. :RA; --
;I I- SS 3...�..�.
+: SSz-S e/ SS z.S = f
TREATMENT
LAGOON
•� Depth = /0 S
Bottom $levation...

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SKEET FOR DAMS
Landowner_ VA Jr- Z5Aq.k"AJ County 5 �, Sod
Community or Group No. Conservation Plan No.
Estimated Depth of hater to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 7-7-r'-13
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. EVey. :Est. Elevation
Kind of :Improvements:. of Breach_
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
t. t. t. t.
2 .
:
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT ENDANGER LIFE
OR DAMAGE PUBLIC TRANSPORTATION. 114L b be E �o.,ti ft it b L
1Zba 4 ' Ij �d 1 GR� [
Hazard Classification of Dam (a, b, c) (see ITEM -Part 520.21) ;
AWL-
-Daft Classification (I� III, IV, V)
By
name
G5i
tte
Concurred By
name t t e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 7- -Li - 93
Date

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Weil graded gravels; gravel, sand mix
g- gravel
GP- Poorly graded gravels
s - sand
GM -Silty gravels; gravel -sand -silt mix
vfs - very finer sand
GC -Clayey gravels; gravel -sand -clay mix
sl- sandy loam
SW -Well graded sands; send -gravel mix
fsl - fine sandy loam
SP -Poorly graded sands
t - loam
SM -Silly sand
gl - gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v, fine sands, sandy orclayey silt
sit- silt loam
CL-Clays of low to medium plasticity
cl-clay loam
CH - Inorganic clays of high plasticity
sicl- silty clay loam
MH - Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c -clay
1. Suitable material for embankment is available QYes � No (Ingfieare Whm* reoaree OR Oft Ad" as
ra.ar &kw
REMARKS: 13e91>r+ � 1�J. Fe.'o� .rtoJ .lY F/Ej. 145
f.-air--:•r ipy '�_a-Ln f ii- /� `�1 34.5-
: Explain hazards requiring special attention in design rs e„aore. wr6w_ro& we.l
GENERAL REMARKS:

Ci•ENG•5?? U. S. DEPARTMENT OF AGRiC JLTUR`E
'�•. i-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME iJ4 DISTRICT
DATE COUNTY t
S. C. S. PHOTO SHEET NO, WORK UNIT
WATERSIIEU .AREA MEASIIUMENTS
CROPLAND ACRES PASITTF. ACRES ` i
ce= t-1Su,�sl� \AaBSoa
WOODLAND ACRES TC+TAL ACRES �ASS WORK UNIT CONSERVATIO.:IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS K-EP.E MADE (Appro=. scale
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State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFEED MAIL
RETURN RECEIPT REQUESTED
Wade Blackburn
Wavle Blackburn Farm
2984 Wildcat Rd
Harrells NC 28444
Dear Wade Blackburn:
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 2, 2001 D E N R F ii 0
MAY 7 2001
'�- D W Q
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Wade Blackburn Farm
Facility Number 82-240
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Scott Faircloth on 6/23/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
X The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Scott Faircloth the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Scott Faircloth, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Scott Faircloth at [phone]. If within 90 days you are
unable to provide Scott Faircloth with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax 919-71:5-6048
An Equal Opportunity Affirmative Action Employer 50 % recycled/10 % post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the foram is not returned within the
required time, DWO will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWO and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this Ietter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
Ernest Smith Farms