240075_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Quai

- V
Nutrient Management Plan For Animal Waste Utilization
02-14-2011
This plan has been prepared for:
Circle E Farms _
Elmer Keith Enzor
598 Irvin Enzor Road
Fair Bluff, NC 28439
910-649-6147
Type of Plan: Nutrient Ma
This plan has been developed by:
Kenneth N Waddell
Private Developer
515 East -First Ave
C o rn, NC 28431
91 -W -3734
Signature
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) Date
&!-24 Z�-� )— ) I
Signature ( ager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resourc onservation Service or the standard of practices
adopted by the Soil and Wa . r Cy6nservation Commission.
Plan Approved By: ' —�K-- 2-011
T cal Specialist Signature Date
126583 Database Version 3.1 Date Printed: 02-I4-2011 Cover Page 1

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 1,222,400 gals/year by a 6,400 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
2815
Incorporated
4835
Injected
5325
Irrigated
3060
Max Avail.
PAN (lbs) *
Actual PAN
Applied obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,060
9222
-6,162
3,869,313
-2,646,913
Year 2
3,060
9087
-6,027
3,827,933
-2,605,533
S6
Swine Nursery Lagoon Sludge waste generated 643,200 gals in a 15 year(s) period by a
16,400 animal Swine Nursery Lagoon Sludge operation.
Estimated Pounds of Plant Available Nitrogen Generated
Broadcast
7326
Incorporated
8729
Injected
9352
Irrigated
6858
Max. Avail.
PAN (lbs) *
ActualPAN
Applied {Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
9,352
0
9,352
0
643,200
Year 2
1 9,352
0
9,352
0
643,200
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
126583 Database Version 3.1 Date Printed: 02-14-2011 Source Page t of 1

V.9 F t- V lb
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, as well as the crop's P205 Removal Rate. The Leaching Index (LI)
and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be
recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of
P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useabir
Acres
Plat
Rating
LI
Soil Series
Crop Sequence
RYE
P205
Itanoval
Obs/acre)
Applied
Obs/a—)
182
Pl
4.17
4.17
Unknown
N/A
Norfolk
wheat, Gram
60 bu.
30
NIA
Soybeans, Manured, Double Crop
35 bu.
28
N/A
Corn, Grain
115 bu.
51
NIA
182
P12
2-52
2.52
Unknown
N/A
Foreston
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
34 bu.
27
N/A
Corn, Grain
120 bu.
53
N/A
l82
P13
2.47
2.47
Unknown
NIA
Foreston
Wheat, Grain
55 bu.
28
NIA
Soybeans, Manured, Double Crop
34 bu.
27
N/A
Corn, Grain
120 bu.
53
N/A
182
P14
2.08
2.081
Unknown
N/A
Foreston
Wheat, Grain
55 bu_
28
N/A
Soybeans, Manured, Double Crop
34 bu.
27
N/A
Corn, Grain
120 bu.
53
N/A
182
P15
113
3.13
Unknown
N/A
Foreston
Corn, Grain
120 bu.
53
NIA
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
34 bu.
27
NIA
l82
P2
3.41
3.41
Unknown
NIA
Norfolk
Wheal, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
N/A
Corn, Grain
115 bu.
51
N/A
184
t0
3.00
3.00
Unknown
NIA
Foreston
Corn, Grain
120 bu.
53
N/A
Wheat, Grain
55 bu.
28
NIA
Soybeans, Manured, Double Crop
34 bu.
27
N/A
194
SA
4.58
4.581
Unknown
NIA
Norfolk
Corn, Grain
115 bu.
51
N/A
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
NIA
194
9A
3-83
3.83
Unknown
NIA
Norfolk
Corn, Grain
115 bu.
51
N/A
Wheat, Grain
60 bu.
30
NIA
Soybeans, Manured, Double Crop
35 bu.
28
N/A
126583 Database version 3.1 Date Printed 2/1412011
PCS Page 1 of 3
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
Ll
Soil Series
Crop Sequence
RYE
A2O5
Removal
(Ibs =)
Applied
¢bs/aere)
194
PH
1.87
1.87
Unknown
N/A
Foreston
Corn, Grain
120 bu.
53
NIA
Wheat, Grain
55 bu.
28
NIA
Soybeans, Manured, Double Crop
34 bu.
27
N/A
184
P6
3.27
3.27
Unknown
NIA
Norfolk
Corn, Grain
115 bu.
51
NIA
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
NIA
194
P7
3.91
3,91
Unknown
N/A
Norfolk
Corn, Grain
115 bu.
51
N/A
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
NIA
185
P3
2.24
2.24
Unknown
NIA
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
NIA
Corn, Grain
115 bu.
51
N/A
185
P4
2.67
2.67
Unknown
NIA
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
N/A
Corn, Grain
115 bu.
51
NIA
185
P5
2.64
2,64
Unknown
N/A
Norfolk
Wheat, Grain
60 bu
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
NIA
Corn, Grain
115 bu.
51
NIA
185
P8B
2.43
2.43
Unknown
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu_
28
N/A
Corn, Grain
115 bu_
51
N/A
185
P913
1.16
1.16
Unknown
NIA
Norfolk
Wheat, Grain
60 bu_
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
NIA
Corn, Grain
115 bu.
51
NIA
PLAN TOTALS: 49.38 49.38
I26583 Database Version 3.1 Date Printed 2/14/2011
PCs Page 2 of 3
NOTE: Symbol * means user entered data.

Ll
Potential Leaching
Technical Guidance
c 2
w potential to contribute to soluble
None
utrient leaching below the root zone.
>= 2 &
oderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
oluble nutrient leaching below the
root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the sails available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-THI (778), and edge -of -held practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
PLAT Inder
Rating
P Management Recommendation.. .
0 - 25
L.ow
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
126583 Database Version 3.1 Date Printed 2/14/2011
PCS Page 3 of 3
NOTE: Symbol * means user entered data.

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 or
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 in
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 Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applc.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Ccanm.
Fort.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
182
PI
S5
orfolk
4.17
4.17
Wheat, Grain
60 bu.
9/1-4130
125
0
0
Irrig.
75
29.96
0.00
124.93
0.00
182
PI
S5
orfolk
4,17
4.17
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0,00
228.20
0.00
182
P12
SS
Foreston
2.52
2.52
Wheat, Grain
55 bu.
911-4/30
115
0
0
brig.
69
27.56
0.00
69.45
0.00
182
P12
S5
Foreston
2.52
2.52
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
53.131
0.00
133.88
0.0
182
P13
S5
Foreston
2.47
2.47
Wheat, Grain
55 bu.
9/14130
115
0
0
Irdg.
69
27.56
0.00
68.08
0.0
182
P13
S5
oreston
2.47
2,47
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
brig.
133
53.13
0.00
131.22
0.00
182
P14
SS
Foreston
2.08
2.08
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
6
27.56
0.00
57.33
0.00
182
P14
S5
Foreston
2.08
2.08
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Inig,
133
53.13
0.00
110.50
0.00
182
P15
S5
Foreston
3.13
3.13
Corn, Grain
120 bu.
2/15-6130
137
0
20
Broad.
117
50.80
0.00
159.00
0.00
182
P15
S5
Foreston
3.13
3.13
Wheat, Grain
55 bu.
9/14/30
115
0
0
Broad.
46
19,97
0.00
62.51
0.00
182
P2
S5
orfolk
3.41
3.41
Wheat, Grain
60 bu.
9/1.4/30
125
0
0
Broad.
75
32.56
0.00
11 L04
0.00
182
P2
SS
Norfolk
3.41
3.41
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
137
59.48
0.00
202.83
0.00
184
10
S5
3.00
3.00
Co, Grain
120 bu,
2115-6/30
137
0
0
Irrig.
137
54.72
0.00
164.17
0.00
184
10
SS
[ForestoCorti,oreston
n
3.00
3.00
Wheat, Grain
55 bu.
9/1-4/30
1�15
0
0
[rrig.
46
18.37
0.00
55.12
0.00
184
8A
S5
orfolk
4.58
4.58
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Broad.
1 I 1
48.19
0.0
220.73
0.00
184
8A
S5
orfolk
4,58
4.58
Wheat, Grain
60 bu,
9/1-4/30
125
0
0
Broad.
I 5
2L71
0.00
99.43
0.00
126583 Database Version 3.1 Date Printed: 2/14/2011 WUT Page 1 of 4

Waste Utilization Table
Year 1
Tract
Field
source
ID
Soil Series
Total
Acres
Use.
I Acres
Crop
RYE
Applic,
Perini
itrcgen
PA
Nutrient
Reqd
(lbs/A)
Canm
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fie1d)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
184
9A
S5
Norfolk
3.83
3.83
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Broad,
111
48.19
0.00
184.58
0.00
184
9A
S5
orfolk
3.83
3.83
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad,
50
21.71
0.00
83.14
0.0
184
pit
S5
Foreston
1.87
1.87
Corn, Grain
120 bu.
2/15-6/30
137
0
0
Irrig.
137
54.72
0.00
102.33
0.0
184
P6
S5
Lorfbik
3.27
3.27
Conn, Grain
115 bu.
2/15-6/30
131
0
20
Broad.
111
48.191
0,00
157.59
0.00
184
P6
SS
Lorfolk
3.27
3.27
Wheat, Grain
60 bu,
9/1-4/30
125
0
0
Broad. 1
50
21,71
0.00
70.99
0.0
184
P7
SS
Norfolk
3.91
3.91
Com, Grain
115 bu.
2/15-6/30
131
0
20
1
Broad,
111
48.19
0.00
188.44
0.00
194
P7
SS
Norfolk
3.91
3.91
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad.
50
21.71
0.00
84.88
0.00
185
P3
SS
Norfolk
2.24
2.24
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Broad.
75
32,56
0.00
72.94
0.00
185
P3
SS
orfolk
2.24
2.24
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
1 137
59.48
0.00
133.24
0,00
185
P4
S5
orfolk
2,67
2.67
Wheat, Grain
60 bu.
9/1.4/30
125
0
0
Broad.
75
32.56
0,00
86.94
0.00
185
P4
SS
Norfolk
2.67
2,67
Soybeans, Manured, Double Crop
35 bu,
4/1-9/15
137
0
0
Broad,
137
59.48
0.00
158.82
0.00
185
PS
S5
Norfolk
2.64
2.64
Wheat, Grain
60 bu.
9/1-1/30
125
0
0
Broad.
75
32.56
0.00
85.97
0,0
185
P5
SS I
Norfolk
2.64
2.64
Soybeans, Manured, Double Crop
35 bu.
411-9/15
137
0
0
Broad.
137
59.48
0.0
157,03
0.0
185
P8B
SS
Norfolk
2.43
2.43
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
75
29.96
0.00
72,80
0.00
185
P8B
S5
orfolk
2.43
2.43
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
0
Irrig.
137
54,72
0.00
132.98
0.0
185
P9B
SS
orfolk
1.16
1.16
Wheat, Grain
60 bu.
911-4130
125
0
0
Irrig,
75
2%96
0.00
34.75
0.00
185
P9B
S5[Norfolk
1.16
1.16
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
$4.72
0.00
63.48
0.0
Total Applied, 1000 gallons
3,869.31
Total Produced, 1000 gallons
1,222.4
Balance, 1000 gallons
-2,646.91
Total Applied, tons
`'
0.00
Total Produced, tons
0,00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
126583 Database Version 3.1 Date Printed: 2/14/2011 WUT Page 2 of 4

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Rcgd
0bs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
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
182
Pi
S5
Norfolk
4.17
4.17
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
50
19.97
0.00
83.28
0.00
182
Pi
SS
Norfolk
4.17
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
44,34
0.00
184.89
0.00
182
P12
S5
Foreston
2.52
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
brig.
46
18.37
0.0
46.30
0.00
182
P12
S5
Foreston
12.52
2.52
Corn, Grain
120 bu.
2/15-6/30
137
0
20
Irrig.
117
46.74
0.00
117.77
0.00
182
P13
SS
Foreston
2.47
Wheat, Grain
55 bu.
9/14/30
its
0
0
Irrig.
46
18.37
0.00
45.38
0.00
182
P13
S5
Foreston
2.47
2.47
Corn, Grain
120 bu.
2115-6/30
137
0
20
brig,
117
46.74
0.00
115.43
0.00
182
P 14
S5
Foreston
2.08
2.08
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
46
18.37
0.00
38.22
0.00
182
P14
SS
Foreston
2.08
2.08
Corn, Grain
120 bu.
2/15-6/30
137
0
20
brig.
117
46.74
0.00
97.21
0.00
192
P15
S5
Foreston
3.13
3.13
Wheat, Grain
55 bu.
9/14/30
115
0
0
Broad.
69
29.96
0,00
93.77
0.0
182
P t 5
1 SS
Foreston
3.13
3.13
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Broad.
133
57.75
0.0
180.74
0.0
182
P2
I S5
orfolk
3.41
3.41
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad,
50
21.71
0,00
74.03
0.00
182
P2
SS
Norfolk
3.41
3.41
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Broad,
111
48.19
0,00
164.34
0.00
184
10
S5
Foreston
3.00
3.00
Wheat, Grain
55 bu.
9/1.4/30
115
0
0
brig.
69
27.56
0.00
82.68
0.0
184
10
S5
Foreston
3.00
3.00
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
- 0
0
brig.
133
53.13
0.00
159.38
0,00
184
BA
SS
orfolk
4.58
4.58
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Broad.
75
32.56
0.00
149.14
0.00
184
8A
S5
Norfolk
4.58
4.58
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
137
59.48
0.00
272.43
0.00
184
9A
SS
Norfolk
3.83
3.83
Wheat, Grain
60 bu.
9/14130
125
0
0
Broad,
75
32.56
0.00
124.72
0.00
184
9A
SS
Norfolk
3.83
3.83
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
0
Broad,
137
59.48
0.00
227,82
0.00
184
PH
S5
Foreston
1.87
1.87
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
69
27.56
0.00
51,54
0.00
184
PI 1
S5
Foreston
1.87
1,87
Soybeans, Manured, Double Crop
34 bu.
4/1-9115
133
0
0
brig.
133
53.13i
0.00
99.35
0.00
184
P6
SS
Norfolk
3.27
3.27
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Broad.
75
32.56
0.0
106.48
0.00
184
P6
SS
orfolk
3.27
=3.27Soybeans,
Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
137
59,48
0.00
194.51
0.00
126583 Database Version 3.1 Date Printed: 2/14/2011 WUT Page 3 of 4

W as[e V tilizallon
1 avle Year
l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APplic.
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm
Fen.
Nutrient
Applied
(1bslA)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(am)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
O/A
I Tons
1000 gals
tons
184
P7
SS
Lor-folk
3.91
3.91
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad.
75
32.56
0.00
127.32
0.00
184
P7
SS
Norfolk
3.91
3.91
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
137
59.48
0.00
232,58
0.00
185
P3
SS
Norfolk
2.24
2.24
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad,
50
21.71
0.00
48.63
0.00
185
P3
SS
Norfolk
2.24
2.24
Corn, Grain
115 bu.
2/15-6130
131
0
20
Broad.
111
48.19
0.00
107.95
0.0
185
P4
S5
Norfolk
2.67
2.67
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad.
50
21.71
0.00
57.96
0.0
185
P4
SS
Norfolk
2.67
2.67
Corn, Grain
115 bu.
2/15-6/30
131
0
20
Broad.
Ill
48.19
0.00
128.68
0.00
185
P5
SS
Norfolk
2.64
2.64
Wheat, Grain
60 bu.
9/14130
125
0
0
Broad.
50
21,71
0.00
57.31
0.00
185
PS
I SS
orfolk
2.64
2.64
Corn, Grain
115 bu.
2/15-6130
131
0
20
Broad.
Ill
48.19
0.00
127.23
0.00
185
P813
SS
Norfolk
2.43
2.43
Wheat, Grain
60 bu.
911-4/30
125
0
0
brig.
50
19.97
0.00
48.53
0.00
185
P813
S5
Norfolk
2.43
2.43
Corn, Grain
115 bu.
2/15-6/30
131
0
20
]frig.
Ill
44.34
0.00
107.74
0.0
185
P9B
SS
Norfolk
1.16
1.16
Wheat, Crain
60 bu.
9/14/30
125
0
0
brig.
1 50
19.97
0.00
23.17
0.00
185
P913
SS
INorfolk
1.16
1.16
Corn, Grain
115 bu.
2/15-6/30
131
0
20
brig.
111
44,34
0.00
51.43
0.00
Total Applied,
1000 gallons
3,827.93
;;
Total Produced, 1000 galleons
1,222.40
Balance, 1000 gallons
-2,605.53
Total Applied, tons
_
0.00
Total Produced, tons
. ` ";''. " ""
0.00
Balance, tons
0.0
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol means user entered data.
126583 Database Version 3.1 Date Printed: 2/14/2011 WUT Page 4 of 4

. 0
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
(inches/hour)
Application Amount
(inches)
182
Pl
Norfolk
0.50
1.0
182
P 12
Foreston
0.50
1.0
182
P 13
Foreston
0.50
1.0
192
P 14
Foreston
0.50
1.0
194
to
Foreston
0.50
1.0
184
Pit
Foreston
0.50
1.0
185
P813
Norfolk
0.50
1.0
185
P913
Norfolk
0.50
1.0
i'MiRl r)atahncP Vi-minn I 1 r)ntP. Printpd 7/1AIN)I 1 I A F PnaP 1 of I

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of
this nutrient are detected in a field. In such situations, additional nitrogen applications from nonorganic sources
may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(Ibs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
182
PI
Req'd Nutrients
125
0
0
0
0
0
0
0
Acres App,
Period
4.17
9/1-430
Supplied By:
CROP
Wheat, Gram
Starter
0
0
0
0!
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
60 bu.
03-27-09
Manure
125
68
171
15
1
31
1
0
P Removal
Rating
30 Ibs/ac.
Unknown
BALANCE
0
68
1711
15
1
3
1
0
Tract
I Field
182
P12
Req'd Nutrients
115
0
0
0
0
0
0
0
Acres App.
Period
2.52
9/1-4/30
Supplied B
pP y=
CROP
Wheat, Grain
Starter
0
0
0
01
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
01
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
55 bu.
03-27-09
Manure
1 l5
63
157
14
1
3
1
0
P Removal
I Rating
281bs/ac.
Unknown
BALANCE
0
63
157
14
1
3
l
0
Tract
I Field
182
P13
Req'd Nutrients
t 15
0
0
0
0
0
0
0
Acres App.
Period
2.47
9/1-4/30
Supplied By
CROP
wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Fofemn
Residual
0
0
0
0
0
a
0
0
RYE I Sample
Date
55 bu.
03-27-09
Manure
115
63
157
14
t
3
1
0
P Removal
I Rating
28 ibs/ac.
Unknown
BALANCE
0
63
157
14
l
3
1
0
Tract
I Field
182
P14
Req'd Nutrients
115
0
0
0
0
a
0
0
Acres Opp.
Period
2.08
9/14/30
Supplied By:
7
*'
CROP
wheat, Grain
Stager
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
55 bu. 03-27-09
Mmurel
1151
631
157
14
1
3
1
0
P Removal
Rating
28 lbstac. nknown
I BALANCE
1 0
.631
1571
14
11
3
1
0
126583 Database Version 3.1 Date Printed: 2/14/2011 NMR Page 1 of 12

Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
zn
(lbs/A)
Cu
(lbs/A)
Lime
(tDns/A)
Tract
I Field
182
P2
Req'd Nutrients
125
0
0
0
0
0
0
0
Acres
FApp. Period
3.4t
9/1-4130
Supplied By:
z"
CROP
Wheat, Grain
Starter
0
0
0
0
0
0.
0
0
Commercial Fert.
0
0
0
0
0
0'
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
60 bu.
03-27-09
Manure
125
741
196
17
1
3
11
0
P Removal
Rating i,
30 lbs/ac,
Unknown
BALANCE
0
74
186
17
1
3
1
0
Tract
I Field
185
P3
Req'd Nutrients
125
0
0
0
0'
0
0
0
Acres jApp. Period
2.24
9/1-4.60
Supplied By:
'A
CROP
Wheat, 3=
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
01
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYEI Sample
Date
60 bu.
03-27-09
Manure
125
74
186
17
1
3
1
0
P Removal
I Rating
30 lbs/ac.
Unknown
BALANCE
0
74
186
17
1
3
1
0
Tract
I Field
185
P4
Req'd Nutrients
125
01
0
0
0
0
0
1
Acres jApp.
Period
2.67
9/1-4/30
Supplied By:
. i
z".",
��- %�-
-'It�--X-
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Comm erci al Fat.
0
0
0
0
0
0
0
0
Soil Series
NOrfOlk
Residual
0
0
0
0
0
0
0
0
RYE I Sample Date
(YO bu.
03-27-09
Manure
125
741
186
17
1
3
11
0
P Removal
I Rating
30 lbs/ac.
Unknown
BALANCE
0
74
186
17
1
3
1
-1
Tract
I Field
185
P5
Req'd Nutrients
125
0
0
0
0
0
0
1
Acres jApp.
Period
2.64
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
01
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
am'
RYE RYE I Sample
Date
60 bu.
03-27-09
Manure
125
74
1861
17
1
3
1
0
P Removal
Rating
30 lbs/ac.
Unknown
BALANCE
0
74
186
17
1
3
1
-1
Tract I Field
185
P8B
Req'd Nutrients
125
0
40
0
0
0
0
0
App. Period
2.43
9/1-4/30
Supplied By:
'N"Al.,
CROP
Wheat, Grain
Starter
0
0
0
01
0
0
0
0'
Commercial Fert.
0
0
0
a
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
a
RYE I Sample
Date
60 bu.
03-27-09
Manure
1251
68
171
15
1
3
1
P Removal
I Rating
l 30lbs/ac.
PAnown
BALANCE
1 01
68
131
Is
11
3
1�
126583 Database Version 3.1 Me Printed: 2/14/201 t NMR Page 2 of 12

Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbslA)
K20
(lbs/A)
Mg
(ibs1A)
Mn
(lbs/A)
Zap
(lbs/A)
Cu
(lbs1A)
Lime
(to11s/A)
Tract
F Field
185
P913
Req'd Nutrients
125
0
40
4
0
0
0
0
Acres jApp.
Period
1
1 9/1-4/30
Supplied By.
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
4
0
4
0
0
Soil Series
Norfolk
Residual
0
4
0
0
0
0
0
0
RYE I Sample
Date
60 bu.
7 09
�Iwn
Manure
125
6$
! 7 T
15
3
l
0
P Removal
Rating
30 Ibs/ac.
BALANCE
0
68
131
15
f-31
1
0
NOTE: Symbol * means user entered data.
126583 Database Version 3.1 Date Printed: 2J14/2011 NMR Page 3 of 12

t . I
Nutrient Management Recommendations Test
YEAR
I
N
(lbs/A)
P205
(lbsIA)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
I (lbs/A)
Cu
(lbs/A)
Lime
(tDns/A)
Tract
Field
182
PI
Req'd Nutrients
137
0
0
0
0
0
0
0
Acres
Period
4-17
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
oi
RYE
RYE I Sample
Date
35 bu.
03-27-09
Manure
137
75
188
17
1
3
1
01
PRernoval
Removal
I Rating
28 lbs/ac.
nknown
BALANCE
0
75
1881
17
1
3
1
0
Tract
I Field
182
P12
Req'd Nutrients
133
0
0
0
0
0
0
0
App.
Period
2.52
4/t-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0,
0
0
0
Commercial Fert.
0
0
0
0
0
0
ol
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Daft
34 bu.
03-27-09
Manure
133
72
182
16
1
3
1
0
P Removal
Rating
27 lbstac.
UZO—
BALANCE
0!
72
192
16
1
3
1
0'
Tract
I Field
182
P13,
Req'd Nutrients
133
0
0
0
0
0:
0
0
A.,, jApp.
Period
2.47
4/1-9/15
Supplied By:
-1134A-I�V
--V2`1
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
00
Commemi a] Fat.
0
0
0
0
0
0
0
0
Soil Series
Forcston
Residual
0
0
0
0
0
0
0
0
I Sample
Date
34 bu.
03-27-09
Manure
133
721
182
16
1
3
1
0
P Removal
Rating
27 lbs/ac,
Unknown
BALANCE
0
72
182
t6
1
3
1
0
RRYE
Tract
I Field
182
P14
Req'd Nutrients
133
0
0
0
0
0
0
0
A
App.
Period
2.08
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
01
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
01
0
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE I Sample
RYESample
Date
34 bu.
03-27-09
Manure
133
72
182
16
1
3
1 1
0
P Removal
Rating
27 lbs/ac.
Unknown
BALANCE
0
72
182
16
1
3
1
0
Field
182
P15
Req'd Nutrients
115
30
30
0
0
0
0
0
App. Period
3,13
9/1-4/30
Supplied By:
Z
CROP
Wheat, Grain
Starter:
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
01
0
Soil Series
For -ton
Residual
0
0
0
01
01
0
0
0
RYE I Sample
Date
55 bu.
03-27-09
k
Manure
115
68
171
151
1
1 3
1
0
P Rem,,al
I Ratini
g
28 Ibs/ac.
nknown -
BALANCE
0
38
141
151
1
3
1
01
126583 Database Version 3.1 Date Printed: 2/14/2011 NMR Page 4 of 12

Jr.
Nutrient Management Recommendations Test
YEAR
I
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(fbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tonstA)
Tract
Field
182
P15
Req'd Nutrients
137
30
30
0
0
0
0
1
Acres App.
Period
3.13
2JI5-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Comm erci al Fert.
0
0
0
0
0
0
0
0
Soil Series
Foreston
Residual
20
0
0
0
0
0
0
0
RYE I Sample
Date
120 bu.
03-27-09
Manure
117
69
1741
16
1
3
1
0
P Removal
Rating
53 lbs/ac.
Unknown
BALANCE
0
39
144
16
1
3
1
1
Tract
Field
=====am
182
P2
Req'd Nutrients
137
0
0
0
0
0
0
0
Acres APP-Period
3.41
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0-
0
0
0-
0
0
0
0
Commercial Fen.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
35 bu.
03-27-09
Manure
137
81
204
18
1
3
1
0
P Removal
Rating
28 lbs/ac.
Unknown
BALANCE
0
81
204
18
1
3
1
0
Tract
Field
184
to
Req'd Nutrients
115
0
0
01
0
0
01
0
Acres
. Period
3,00
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
55 bu.
02-19-09
Manure
115
63
157
14
1
3
1
0
P Removal
I Rating
28 lbs/ac.
Unknown
BALANCE
0
63
157
14
1
3
1
0
Tract
I Field
184
10
Req'd Nutrients
137
0
0
0.
0
0
0
0
Acres jApp-
Period
3.00
2/15-6130
Supplied By:
CROP
—
Corn, Grain
Starter
0
0
0
0
0
0
01
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
120 bu.
02-19-09
Manure
137
75
188
17
1
3
1
0
P Removal
I Rating
53 lbs/ac.
Unknown
BALANCE
0
75
188
17
1
3
1
0
Tract
I Field
184
8A
Req'd Nutrients
125
0
0
0
0
0
0
0
Acres jApp.
Period
4.58
9/1-4/30
Supplied By:
CROP
Wheal, Grain
Starter
0
0
0
01
0
0
0
0
Commercial Fen.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
01
0
RYE Sample
Date,
60bu.
02-19-09
Manure
125
741
186
t7
1
3
1
o
Removal
1P9
I Rating
1 30 lbs/ac.
rnknown --t—
BALANCE
—
I Of
741
1861
17
1
3
1
1
0
---- I
126583 Database Version 3.1 Date Printed: 2/14/2011 NMR Page 5 of 12

W
Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P205
(lbs/A)
K20
(ft/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tDrI stA)
Tract
I Field
184
8A
Rq'd Nutrients
131
0
0:
0
0
0
0
0
Acres jApp.
Period
4.58
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
01
0
0
0
0
Commercial Fen.
0
0
0
01
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
RYE I Sample
Date
115 bu.
02-19-09
Manure
111
661
165
15
11
3
1
01
P Removal
I Rating
51 lbs/ac.
Unknown
BALANCE
0
661
165
15
1
3
1
0
Tract
I Field
184
9A
Retfd Nutrients
131
0
0
0
0
0
0
0
A. jApp. Period
3.93
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fen,
0
0
0
0
0
0
0
0
'Soil Series
Norfolk
Residual
201
0
0
0
0
0
0
0
Sample
Date
115 bu.
02-19-09
Manure
111
66
165
15
1
3
t
0
o
P Removal Rating
51 lbs/ac.
Unknown
BALANCE
0
66
165
is
1
3
t
0
ERYE
Tract I Field
194
9A
ReWd Nutrients
125
0
0
0
0
0
0
0
A
p p. Period
3.83
9/1-4/30
Supplied By:
-'A
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fen.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
60 bu.
02-19-09
Manure
125
74
t86
17
1
3
1
0
P Removal
I Rating
30 lbs/ac.
Unknown
BALANCE
0
74
186
17
1
3
1
0
Tract
Field
I"
PH
Reqd Nutrients
115
0
0
0
0
0
0
0
Acres App.
Period
1.87
9/14/30
Supplied By:
CROP
Wheat, Grain
Starter
0
01
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
0
0
RYE
RYE I Sample
Date
55 bu.
03-27-09
Manure
115
63
157
t4
11
3
1
01
PRemoval
Rating
28 lbs/ac.
Unknown
BALANCE
0
63
157
14
1
3
1
0
Tract
Field
194
PI
Req'd Nutrients
137
01
0
0
0
0
0
0
App. Period
1.87
2/15-6/30
Supplied By:
w--!
CROP
Corn, Grain
Starter
0
0
0
01
0
0
01
0
Commercial Fert.
0
0
0
01
0
0
0
0
Soil Series
Foreston
Residual
0
01
0
0
0
0
a
0
RYE I Sample
Date
120 bu.
03-27-09
Manure
137
751
188
17
1
3
t
0
P Removal
I Rating
53 lbs/ac.
[Unknown
BALANCE
0
751
188
17
1
3
t
0
126583 Database Version 3.1 Date Printed: 2/14120 t I NMR Page 6 of 12

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
Obs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Tract
I Field
184
P6
Req'd Nutrients
125
0
80
0
0
0
0
0
-Period
3.27
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fat.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
RYE
Date
60 bu.
03-27-09
Manure
125
74
186
17
1
3
1
0
P Removal
Rating
30 lbstac-
Unknown
BALANCE
0
74
1061
17
1
3
1
0
Tract
Field
194
P6
Req'd Nutrients
131
0
80
0
0
0
0
0
App.
Period
3.27
2/15-6130
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
01
0
Commercial Fert.
01
0;
0
01
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
RYE Sample
Date
115 bu.
03-27-09
Manure
111
66
165
15
1
3
1
0
P Removal
I Rating
51 lbstar.
nknown
BALANCE
0
66
85
15
1
3
1
0
Tract
I Field
1 84
H3
P7
Req'd Nutrients
Of
0
80
0
0
0
0
0
Acres jApp. Period
9 1
2115 -6/30
Supplied By:
Z-I�M-1315
222 21r*M
7, i
1UNi,�1_1
INK-5
-.Z-
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual!
20
0
0
0
0
0
0
0
RYE I Sample
Date
115 bu.
03-27-09
Manure
111
66
165
151
1
3
1
0
P Removal
I Rating
51 lbs/ac.
Unknown
BALANCE
0
66
85
15
t
3
1
0
Tract
I Field
184
P7
Req'd Nutrients
125
0
80
0
0
0
0
0
Acres jApp.
Period
3.91
911-4130
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
01
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
60 bu.
03-27-09
Manure
125
741
186
17
1
3
1
0
P Removal
I Rating
30 lbs/ac.
Unknown
BALANCE
0
74
106
171
1:
3
11
0
Tract
I Field
t85
P3
Req'd Nutrients
137
0
0
0
0
0
0
0
Acres jApp. Period
2.24
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
01
0
0
0
0
0
a
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
35 bu.
1 03-27-09
Manure
137
81
204
19
1
31
1
P Removal
I Rating
28 lbs/ac.
nknown
I BALANCE
0
81
204
18
1
31
1
126583 Database Version 3.1 Date Printed: 2/1412011 NMR Page 7 of t2

Nutrient Management Recommendations Test
YEAR
I
N
(lbs/A)
P205
(lbs/A)
K20
(Ibs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Traci
Field
_FF_
185
P4
Req'd Nutrients
137
0
0
0
0
0
0
0
Acres I_CApp.
Period
2.67
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
N orfolk
Residual
0
OF
0
0
0
0
0
0
RYE I Sample
Date
35 bu.
03-27-09
Manure
t37
81
204
18
1
3
1
01
P Removal
I Rating
28 lbs/ac.
Unknown
BALANCE
0
81
2041
is
1
3
1
01
Tract
I Field
185
P5
Req'd Nutrients
137
0
01
0
0
0
0
0
Acres JApp.
Period
164
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
01
0
0
0
0
0
0
Commercial Fert.
0
0
0
01
0
0
01
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
35 bu.
03-27-09
Manure
137
81
204
18
1
3
1
0
P Removal
Rating
28 lbs/ac.
Unknown
BALANCE
0
81
204
Is
1
3
1
0
Tract
I Field
185
P8B
Req'd Nutrients
137
0
40
0
0
0
0
0
Acres jApp.
Period
2.43
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
35 bu.
03-27-09
Manure
137
75
188
17
1
3
1
0
P Removal
I Rating
28 lbs/ac.
Unknown
BALANCE
0
75
148
17
1
3
1
0
Tract
I Field
185
P9B
Req'd Nutrients
137
0
40
0
0
0
0
0
Acres jApp.
Period
1.16
4/1-9115
Supplied By-wz
52,
"R'.
0" -
*'�'
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
35 bu.
1 03-27-09
1 Manurel
1371
7'
1881
171
11
3
1
0
jPR.wvaIjRating
j 281b,/=-
Pnknon
i BALANCE
1 01
75
-1481
171
11
31
11
0
NOTE: Symbol * means user entered data.
126583 Database Version 3-1 Date Printed: 2/14/2011 NMR Page 8 of 12

Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P205
Obs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
_FField
182
PI
Req'd Nutrients
131
0
0
0
0
0
0
0
F�Sp.
Period
4.17
2f15-6130
Supplied By:
fir
CROP
Com, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.:
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0i
0
0
a
RYE I Sample
Date
115 bu.
03-27-09
Manure
111
601
152
14
11
3
0
01
P Removal
I Rating
51 lbs/ac.
Unknown
BALANCE
0
60
1521
14
1
3
0
0
Tract
I Field
182
P12
Req'd Nutrients
137
0
0
0
0
0
0
0
Acres App.
Period
2.52
2115-WO
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
01
0
Commercial Fert.
0
0
0
01
0
0
01
0
Soil Series
Foreston
Residual
20
0
0
01
0
0
0
0
RYE I Sample
Date
120 bu.
03-27-09
Manure
117
64
160
14
1
3
1
0
Removal
Rating
53 lbs/ac.
Unknown
BALANCE
0
64
160
14
1
3
1
0
Tract
tP
I Field
182
P13
Req'd Nutrients
137
0
0
0
0
0
0
0
P. Period
2.47
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0,
0
Commercial Fert,
01
0
0
0
0
0
0
0
Soil Series
F-eston
Residual
20:
0
0
0
0
0
0
0
RYE I Sample
I Date
120 bu.
03-27-09
Manure
H7
641
160
14
1
3
1
0
P Removal
Rating
53 lWac,
m
Unknown
BALANCE
I
0
64
160
14
1
— 0
3
1
0
Tract Field
182
P14
Req'd Nutrients
137
0
EWOEWW�
0
0
0
0
0
0
Acres App.
Period
2.08
2115-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Forcston
Residual
20
0
0
0
0
0
0
0
RYE I Sample
Doe
120 bu.
03-27-09
Manure
117
64
160
14
1
3
1
0
P Removal
I Rating
53 lbstac.
Unknown
BALANCE
01
64
160
14
1
3
1
0
Tract
Field
182
P15
Req'd Nutrients
133
30
30
0
0
0
0
0
Acres3.13 _App.
Period
4/1-9115
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Forcston
Residuall
0
01
0
0
0
0
0
0
RYE I Sample
Elate
M bu.
03-27-M
1 Manurel
133
79
1981
18
1
31
11
01
P Removal
I Rating
27 L
Inknown I
BALANCE J_
0
9
168
IS
1
31__
126583 Database Version 3.1 Date Printed: 2/14/2011 NMR Page 9 of 12

M
Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons(A)
Tract
Field182
P2
Req'd Nutrients
131
0
0
0
0
0
0
0
Acres [App.
Period
3.41
2/15-&30
Supplied By:
CROP
Com, Grain
Starter
0
0
0
0
0
0
01
0
Commercial Fen.
0
0
0
0
0
0
0
0
Soil Series
NoTfolk
Residual
20
0
0
0
0
0
0
0
RYE Sample
Date
115 bu.
03-27-09
Manure
111
66
t65
15
1
3
t
0
P Removal
I Rating
51 lbstac.
Unknown
13ALANCE
0
66
165
151
1
3
1
0
Tract I Field
184
10
Req'd Nutrients
133
0
0
0
0
0
0
0
Acres jApp. Period
3.00
4/1-9/15
Supplied By:
h ;%k
'N
CROP
Soybeans, Manured,
Double Crop
Starter
01
0
0
0
a
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Foreston
Residual
0
0
0
0
0
0
01
0
RYE I Sample
Date
34 bu.
02-19-09
Manure
133
72
182
16
1
3
1
0
P Removal
I Rating
27 lbstac.
Unknown
BALANCE
0
72
182
16
1
3
1
0
Tract
I Field
194
8A
Req'd Nutrients
137
0
0
0
0
0
0
mmmm�
0
Acres jApp.
Period
4.58
411-9/15
Supplied By:
:&�W
qWM
-R
Tnn
,Op
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
1 0
0
0
0
01
0
Comm erci al Fert.
0
0
0
0
0
0
01
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
01
0
RYE I Sample
Date
35 bu.
02-19-09
Manure
137
81
204
181
1
3
1
0
P Removal
I Rating
28 lbstac-
Unknown
BALANCE
0
81
204
18
1
3
1
0
Tract
I Field
184
9A
Req'd Nutrients
137
0
0
0
0
0
0
0,
Acres jApp.
Period
3.83
4/1-9/15
Supplied By:
nlvM% :1,
- -
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
01
0
0
0
0
Soil Series
Noifolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
35 bu.
02-19-09
Manure
137
81
204
18
11
3
1
0
P Removal
Rating
28 lbstac,
Unknown
BALANCE
0
81
204
18
1
3
1
0
Tract I Field
184
PH
Reqd Nutrients
133
0
0
0
0
0
0
0
Acres jApp.
Period
1.87
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Foremn
Residual
0
0
0
0
0
0
01
0
RYE I Sample
Date
34 bu. 1 03-27-09
Manure
1331
721
182
16
1
3
t
0
P Removal I Rating
27 lb,/a,. nknown
BALANCE
01
721
182
161
1
3
1
1 01
126583 Database Version 3-1 Date Printed: 2/14/2011 NMR Page 10 of 12

W
Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(, bs/A)I
zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract.
_Field
194
P6
Req'd Nutrients
137
0
80
0
0
0
0
0
Acres
p. Period
3.27
4/1-9/15
Supplied By:
u
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
01
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
Sample
Date
35 bu.
03-27-09
Manure
137
8t
204
is
1
3
1
01
P Removal
Rating
2 lbs/ac.
Unknown
BALANCE
0
81
t24
18
1
3
1
ol
ERYE
Tract Field
184
P7
Req'd Nutrients
137
0
80
0
0
0
0
0
App.
Period
3,91
4/t-9115
Supplied By -
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
01
0
0
0
San
I Sample
Date
35 bu.
03-27-09
Manure
137
81
204
Is
1
3
1
0
P Removal
I' Rating
28 lbs/ac.
Unknown
BALANCE
0
81
124
Is
1
3
1
0
RRYE
Tract
I Field
185
P3
-Req'd Nutrients
131
0
0
0
0
0'
0
0
App.
Period
2.24
2/15-6/30
Supplied By:
`W
CROP
Corn, Grain
Starter
0.
0
0
0
0
0
0
0
Commercial Fert,
01
0
. 0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
RYE I Sample
Date
115 bu.
03-27-09
Manure
111
661
165
15
1
3
1
0
P Removal
Rating
51 lbs/ac.
Unknown
BALANCE
0
66
165
15
1
3
1
0
Tract
I Field
185
P4
Req'd Nutrients
131
0
0
0
0
0
0
0
Acres jApp-
Period
2.67
2/15-&30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
11
Commercial Fm.
0
0
0
0-
0
0
01
0
Soil Series
Norfolk
Residual
20
0
0
0
01
0'
0
0
RYE Sample
RYE
Date
115 bu.
03-27-09
Manure
111
66
165
15
1
3
1
0
P
a Rating
51 lbs/ac.
Unknown
BALANCE
0
66
165
15
1
3
1
0
Tract
I Field
185
P5
Req'd Nutrients
131
0—
01
0
0
0
0
0
A p. Period
p
2.64
2/15-6/30
Supplied By:
W
��U%g
W
t.
-
5-' 2F
... .
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
—01
RYE I Sample
Date
115 bu.
1 03-27-09
Manure
111
66
165
15
1
31
1
01
P Removal
I Rating
51 lbs/ac.
rnknown
BALANCE
01
66
1651
151
11
31
1
0
126583 Database Version 3-1 Date Printed: 2(1412011 NMR Page 1 I of 12

Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu.
(lbs/A)
Lime
(Ions/A)
Tract
Field185
P813
Req'd Nutrients
131
0
40
a
0
0
0
0
Acres jApp.
Period
2.43
2JI5-6130
Supplied By:
ME"
Alik"A"te,
E�-
�i- v.. a
k.,
Amw
BUIU.0111 -,
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fen.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
RYE I Sample
Date
115 bu.
03-27-09
Manure
Ht
601
152
141
1
3
01
0
P Removal Rating
51 Ibs/ac..
nknown
BALANCE
0
60
112
14
1
3
01
0
Tract
I Field
185
P9B
Req'd Nutrients
131
0
40
0
0
0
0
0
Acres jApp.
Period
1.16
2/15-6130
Supplied By:
A..
"A
CROP
Corn, Grain
Starter
01
0
0
0
0
0
0
0
Comm erci a] Fen.
0
0
0
0
ol
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
RYE I Sample 1
Date
Date
115 bu.
03-27-09
Manure
111
60
152
t4
1
3
0
0
P Removal
I Rating
51 lbs/acc.
nknown
BALANCE
0
60
112
14
1
3
0
0
NOTE: Symbol * means user entered data.
126583 Database Version 3,1 Date Printed: 2/14/2011 NMR Page 12 of 12

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should betaken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbslacre by 0.036 and 0.071, respectively and multiplying the result by 0.85.
By adding this quantity to the current soil index for copper or zinc, we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Dater ;-A C7nil T-+ 17o1-.
Tract
Field
Crop
pH
Lime Recom,
(tons/acre)
Cu-I
Copper Recommendation
Zn-1
Zinc Recommendation
182
PI
Wheat, Grain
6.1
0.0
108
None
489
None
182
P1
Soybeans, Manured, Double Crop
6.1
0.0
108
None
489
None
182
PI
Cam, Grain
6.1
0.0
108
None
489
None
182
P12
Wheat, Grain
5.9
0.0
80
None
198
None
182
P12
Soybeans, Manured, Double Crop
5.9
0.0
80
None
Igg
None
182
P12
Corn, Grain
5.9
0.0
80
None
19$
None
182
P13
Wheat, Grain
5.9
0.0
90
None
19g
None
182
P13
Soybeans, Manured, Double Crop
5.9
0.0
90
None
198
None
182
P13
Corn, Grain
5.9
0.0
90
None
198
None
182
P14
Wheat, Grain
6.0
0.0
85
None
178
None
182
P14
Soybeans, Manured, Double Crop
6.0
0.0
85
None
178
None
182
P14
Corn, Grain
6.0
0.0
85
None
178
None
182
P15
Corn, Grain
5.4
0.9
35
None
63
None
182
P15
Wheat, Grain
5A
0.0
35
None
63
None
182
P15
Soybeans, Manured, Double Crop
5.4
0.0
35
None
63
None
182
P2
Wheat, Grain
6.0
0.0
104
None
449
None
182
P2
Soybeans, Manured, Double Crop
6.0
0.0
104
None
449
None
182
P2
Corn, Grain
6.0
0.0
104
None
449
None
184
10
Corn, Grain
6.4
0.0
94
None
334
None
184
10
Wheat, Grain
6.4
0.0
94
None
334
None
184
10
Soybeans, Manured, Double Crop
6.4
0,01
94
1 None
334
None
194
8A
Corn, Grain
6.5
0.0
84
None
350
1 None
126583 Database Version 3.1 Date Printed: 02-14-2011 STV Page 1 of 3

Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-1
Copper Recommendation
Zn-I
Zinc Recommendation
194
8A
Wheat, Grain
6.5
0.0
84
None
350
None
184
8A
Soybeans, Manured, Double Crop
6.5
0.0
84
None
350
None
194
9A
Com, Grain
6.5
0,0
101
None
392
None
184
9A
Wheat, Grain
6.5
0.0
101
None
392
None
184
9A
Soybeans, Manured, Double Crop
6.5
0.0
101
None
392
None
184
PH
Com, Grain
63
0.0
91
None
344
None
184
PI l
Wheat, Grain
6.5
0.0
91
None
344
None
184
PI 1
Soybeans, Manured, Double Crop
6.5
0.0
91
None
344
None
184
P6
Com, Grain
6.3
0.0
105
None
498
None
184
P6
Wheat, Grain
6.3
0.0
105
None
498
None
184
P6
Soybeans, Manured, Double Crop
6.3
0.0
105
None
498
None
184
P7
Corn, Grain
6.3
0.0
102
None
509
None
184
P7
Wheat, Grain
6.3
0.0
102
None
509
None
184
P7
Soybeans, Manured, Double Crop
6.3
1 0.0
102
None
509
None
185
P3
Wheat, Grain
5.8
0.4
68
None
356
Alone
185
P3
Soybeans, Manured, Double Crop
5.8
0.0
68
None
356
None
185
P3
Corn, Grain
5.8
0.0
68
None
356
None
185
P4
Wheat, Grain
5.7
0.5
70
None
350
None
185
P4
Soybeans, Manured, Double Crop
5.7
0.0
70
None
350
None
185
P4
Com, Grain
5,7
0.0
70
None
350
None
185
P5
Wheat, Grain
5.7
0.6
75
None
360
None
185
P5
Soybeans, Manured, Double Crop
5.7
0.0
75
None
360
None
185
P5
Corn, Grain
5.7
0.0
75
None
360
Alone
185
P8B
Wheat, Grain
5.7
0.4
78
None
195
None
185
P8B
Soybeans, Manured, Double Crop
5.7
0.0
78
None
195
None
185
M
Com, Grain
5.7
0.0
78
None
195
None
185
P9B
Wheat, Grain
5.8
0.0
78
None
200
None
185
P9B
Soybeans, Manured, Double Crop
5.8
0.0
78
None
200
None
185
1 P9B
lCom, Grain
5.8
1 0.0
78
None
200
None
126583 Database Version 3.1 Date Printed: 02-14-2011 STV Page 2 of 3

Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
126583 Database Version 3.1 Date Printed: 02-14-2011
STV Page 3 of 3

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 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 for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken 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
Com 120 bu
150
13.16
16.29
32.58
48.87
Hay 6 ton R.Y.E.
300
26.32
9.14
16.29
24.43
Soybean 40 bu
160
I4.04
15.27
30.54
45.81
126583 Database Version 3.1 Date Printed: 02-14-2011 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 rapacity 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 Starave C:anacity
Source Name
Swine Nursery Lagoon Liquid
Des' Stora a Capacity s
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
180
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
150
1
10
119
1
11
140
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
150
2
10
119
2
11
148
2
12
180
* Available Storage Capacity is calculated as of the end of each month.
126583 Database Version 3.1 Date Printed: 02-14-2011 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres -subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
126583 Database Version 3.1 Date Printed: 2/14/2011 Specification Page 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. Waste/nutrient
loading rates on these souls should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer 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.
126583 Database Version 3.1 Date Printed: 2/14/2011 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. if animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
126583 Database Version 3.1 Date Printed: 2/14/2011 Specification Page 3

f
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.
126583 Database Version 3.1 Date Printed: 2/14/2011 Specification Page 4

Crop Notes
The following crop note applies to field(s): 10, P11, P12, P13, P14, P15
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 8A, 9A, PI, P2, P3, P4, P5, P6, P7, P8B, P913
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter_ The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the com. Timely management of weeds and insects are essential for corn production.
126583 Database Version 3.1 Date Printed: 02-14-2011 Crop Note Page 1 of 3

The following crop note applies to field(s): 10, P 11, P 12, P 13, P 14, P 15
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 8A, 9A, P1, P2, P3, P4, P5, P6, P7, P813, P9B
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10, P11, P12, P13, P14, P15
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
126583 Database Version 3.1 Date Printed: 02-14-2011 Crop Note Page 2 of 3

The following crop note applies to field(s): 8A, 9A, P1, P2, P3, P4, P5, P6, P7, PBB, P913
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be ] -1 1 /2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
126583 Database Version 3.1 Date Printed: 02-14-201 ] Crop Note Page 3 of 3

•
WATE9
Q�
r
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
KEITH ENZOR
598 IRvIN ENZOR ROAD
FAIR BLUFF NC 28439
Dear Keith Enzor:
Michael F. Easley, Govemot
William G. Ross Jr., Secretar}
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 19, 2002
2802
E
Subject: Notice of Violation and Revocation for Nonpayment
Circle E Farms I & II
Permit Number: AWS240075
Columbus County
In accordance with North Carolina General Statute 143-215_10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 9/11/2000.
Your annual permit fee for the period of 9/11/2002 - 9/10/1003 is $150.00. Your payment was due 11/7/2002.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerely,
Alan W. Klimek, P.E.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Columbus County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled 1 10% post -consumer paper

N.C. DIVISION OF_WATER QUALITY ,N}
�u._:1
Water Quality Section --
Complaint/Emergency Report Form
WILMINGTON REGIONAL OFFICE
Received by l �'/'� l � U06e Date
Emergency Complaint City i i rlFl County (1'11en 91) 4zl'
Report Received From `
Agency Phone No.
Address Phone No. ( t1 G)
Check One: Fish Kill SptTl
Stormwater Wetland
Nature of
Bypass Animal NPDES N.D.
Other, Specify. --
A
Time and Date Occurred*CJw't��J Z--tJ/"�r��'r
Location of Area Affected
Surface Waters Impacted Classification
Other Agencies Notified
Investigation Details_ ���r'
�p5`t%G
Investigator
SA WQSiSHELLSIREPORT. SHL
EPA Region IV [phone] Pesticides 733-3556 Emergency Management 733-3967 Wildlife Resources 733-7291
Solid and Hazardous Waste 733-2f78 Marine Fisheries 726-7021 Water Supply 733-2321 Coast Guard MSO 343-4881
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]

Type of Visit OQ Compliance Inspection O Operation Review O Lagoon Evaluation
Reason for Visit O Routine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
FFacility Number 24 75 Date of Visit: 12-19-2002 Time: 10:00
O Not Operational O Below Threshold
® Permitted ® Certified 0 Conditionally Certified [3 Registered Date Last Operated or Above Threshold: - -- -- -_
Farm Name: C rgle. E Yarm.I~ ............................................................ County: C-QjMWbufi .............................. . MR0 1..•--.
Owner Name:- --- --- ----- - - -------------- ----------- Phone No: (g19}i2�4Z----------- ----- -------
Mailing Address: S.9$.It:Y.4lu.IajnZQjC.2:R,Ad.................................... ........... FAIrMuffAr................................... ;18.439 ..............
.......................... ......................
Facility Contact:........................................................... Title- Phone No:
Onsite Representative: Keith�tL�Q�---------------------------------------- Integrator:JjCOWUx & Qf QhIR�Lhts�---------------.
Certified Operator:Keithl...................................... Emor ................................................ Operator Certification Number: 1.6.9
.3.7............................
Location of Farm:
From Bladenboro, take highway #242 to cerro gordo. At cerro gordo, take right on hwy 76. In fairbluff, turn left on
hghway 904. After approximately 4 miles turn right on State Road 1356. Take next right on state road 1355. Farm will be
® Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude 34 ` 16 i9 u Longitude F 79 • 01 ' 17
® Wean to Feeder
6400
3100
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
2. Is there evidence of past discharge from any part of the operation?
❑ Yes ❑ No
❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ® No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) Iess than adequate? ❑ Spillway ❑ Yes ® No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: ........................... ........................... ..................... ..... ........................... ........................... -•--•--•--._..--•--•-----..
Freeboard (inches): 23 23
05103101 Continued

` Facili Number: 24-75
Date of Inspection 1Z-19-Zt}ll2
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload
12. Crop type Corn, Soybeans, Wheat
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ® No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes ® No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? ❑ Yes ❑ No
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Re uired Records & Documents
17. Fail to have Certificate of Coverage & General Permit or other Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
23. Did Reviewer/lnspector fail to discuss review/inspection with on -site representative?
24. Does facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
❑ Yes N No
® No violations or deficiencies were noted during this visit. You will receive no further correspondence about this visit.
Comments efer "to'� uest�on # 'E�" lain'an YES"anew s`,and{o"r an `r ce ommendations ©r an �otlie fcomYi�ents„ 4 .-�'
r
Use drawings of facility to better eaplain's�tuatioris (use add�honal pages as.necessary}
�r .^ ❑Field COPY ®Fina1 Notes ���_'�,
�,�s ",� ,�� "-� �'
�; � ��� ��� < ;�Y� ����� _.:,`..
ote: 'This site visit was due to an odor complaint called in to DWQ-WiRO. Chester Cobb took this phone call complaint and referred it
o the Division of Air Quality and the Division of Soil & Water Conservation. Scott Sander (DAQ) and John College (DSWC) met with
Keith Enzor on this issue. No irrigation lines 9-15-02. Grower is adding additives into his pits to control soilds build up and odor control.
Label reads Pig Stuff as the name and the label states formulated to disolve crust, liquify sludge, and eliminate foul odors. Also this farm
as a good wooded buffer from complaints from home. Also another product is being used to control solids vuild up called Pit Remedy.
*Keith, Scott & John walked entire site where hog houses and lagoons are located. The smell was very minimal.
Reviewer/Inspector Name John -Coll a `e d.y Bett�Rose`
Reviewer/Inspector Signature: Date:
05103101 Continued

Vaciftity Number: 24-75 Date of Inspection 12-19-2002
Odor Issues
26. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below
liquid level of lagoon or storage pond with no agitation?
27. Are there any dead animals not disposed of properly within 24 hours?
28. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt,
roads, building structure, and/or public property)
29. Is the land application spray system intake not located near the liquid surface of the lagoon?
30. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.)
31. Do the animals feed storage bins fail to have appropriate cover?
32. Do the flush tanks lack a submerged fill pipe or a permanent/temporary cover?
❑ Yes ❑ No
❑ Yes ® No
Cl Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ❑ No
05103101

N.C. DIVISION OF. _.WATER QUALITY
Water Quality Section
Complaint/Emergency Report Form
WILMINGTON REGIONAL OFFICE
Received by '/t" �f� U066 Date
Emergency Complaint, City �" 6F County �G
Report Received From
Agency Phone No.
Complainant �� �, 1% j�)Zog
Address Phone No._(?/ O) lag -fir
Check One: Fish Kr71 Spt71 Bypass `Animal NPDES N.D.
Stormwater Weiland Other, Specify:
Time and Date
Location of Area
Surface Waters Impacted Classification
Other Agencies
Investigation Detaft /f//�/yi
Investigator_ 64T/0I W : Date
S: i WQ S ISHEL L S I REPOR T. SHL
EPA Region !V [phone] Pesticides 733-3556 Emergency Management 733-3867 Wddlife Resources 733-7291
Solid and Hazardous Waste M2178 Marine Fisheries 726-7021 Water Supply 733-2321 Coast Guard MSO 343-4881
127 Cardinal Drive Extensions Wilmington, N.C. 28405-3845 & Telephone [phone] Fax 9I0-350-2004

(Type of Visit O Compliance Inspection O Operation Review O Lagoon Evaluation
for Visit O Routine Q Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
Facility Number 24 75 Date of Visit: 12-14-2002 'rime: 10:00
O Not O erational O Below Threshold
® Permitted ® Certified U Conditionally Certified 0 Registered Date Last Operated or Above Threshold_ _ __ __ __ __ __ __
Farm Name: Gir1e.E.F8rM5.1,&.IJ............................................................ County: CQb mbar.--•--•--•--•--•--•--•--•...... S?4' RO......
Owner Name: Path--- - --- - --- 1{r----------------------------- Phone No: {21 4l42_Gl~�Z.-------------------------
Mailing Address: S9.#.�1CY�m. 1nzRC.7rQad.................................. Z84.39 ..............
....................................... I±six..i�lu�.N�...............................................---...... Z8
Facility Contact:........................................................... Title: ..... Phone No:
OnsiteRepresentative:)K�i�aIntegrator:4YYS
Certified Operator: Ke tli...................................... I' i.UQr................. ........ Operator Certification Number: I693.z....................
....................... .........
Location of Farm:
From Bladenboro, take highway #242 to cerro gordo. At cerro gordo, take right on hwy 76. In fairbluff, turn left on
highway 904. After approximately 4 miles turn right on State Road 1356. Take next right on state road 1355. Farm will be
® Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude 34 16 19 Longitude 79 01 17
Dp"sign ,,'Current.
Swine C nriacity Pnnulatinn
® Wean to Feeder
6400
3100
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Discharges & Stream impacts
1. Is any discharge observed from any part of the operation?
❑ Yes ®No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) (] Yes ❑ No
c. If discharge is observed, what is the estimated flow in gallmin?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
2. Is there evidence of past discharge from any part of the operation?
❑ Yes ❑ No
❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ® No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ® No
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: -----------------•----_.-_,
Freeboard (inches): 23 23
05103101 Continued

Facila Number: 24-75
Date of Inspection 12-19-2002
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4fi was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload
12. Crop type Corn, Soybeans, Wheat
❑ Yes ® No
❑ Yes ® No
❑ Yes ®No
❑ Yes ®No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ®No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes ® No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? ❑ Yes ❑ No
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Required Records & Documents
17. Fail to have Certificate of Coverage & General Permit or other Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, reaps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
24. Does facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
® No violations or deficiencies were noted during this visit. You will receive no further correspondence about this visit.
" tn-...y2: _ �R 5A A0 sit
Comments (r`efer to"questib&#) Explain any YES answer,"ndlor any recommendations or�any others comments IN
Ilse drawings of facility to better explain situation_ s: (use addrtlonal pages as necessary).
El Field Copy ®Final Notes
ote: This site visit was due to an odor complaint called in to DWQ-WiRO. Chester Cobb took this phone call complaint and referred it
o the Division of Air Quality and the Division of Soil & Water Conservation. Scott Sander (DAQ) and John College (DSWC) met with
Keith Enzor on this issue. No irrigation lines 9-15-02. Grower is adding additives into his pits to control soilds build up and odor control.
Label reads Pig Stuff as the name and the label states formulated to disolve crust, liquify sludge, and eliminate foul odors. Also this farm
s a good wooded buffer from complaints from home. Also another product is being used to control solids vuild up called Pit Remedy.
*Keith, Scott & John walked entire site where hog houses and lagoons are located. The smell was very minimal.
Reviewer/Inspector Name ljohn College entered by Bette.Rose
Reviewer/Inspector Signature: Date:
05103101 Continued

Faci ty Number: 24-75 Date of Inspection 12-19-2002
Odor Issues
26. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below
liquid level of lagoon or storage pond with no agitation?
27. Are there any dead animals not disposed of properly within 24 hours?
28. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt,
roads, building structure, and/or public property)
29. Is the land application spray system intake not located near the liquid surface of the lagoon?
30. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.)
31. Do the animals feed storage bins fail to have appropriate cover?
32. Do the flush tanks lack a submerged fill pipe or a pennanent/temporary cover?
Additions omments an©r'Drawmgs .::
m=a �.
❑ Yes ❑ No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ❑ No
**Keith has also done a good job at public relations since he was notofoed about this complaint. He has asked most of his neighbors +
about the smell and none has had any problems. Names and locations of the people have been given to Scott for further investigation.
Farm site looks good! l
05103101

r
Fib 03 00 09:05a Sonya Barber 910-645-6759
Zq - ?S
Harvest Net, Inc.
Agri -Management Services
P.D. Box 32, Council NC 28434
[phone] [phone]
Fax Transmission Cover Sheet
Date: Feb. 3, 2000
To: Stoney Matthis
From: Sonya Barber
Re: Circle E Farms & James Emery Farms
Pages: 2
p.1

Fa6 03 00 09:05a Sonya Barber
1,. F"/02/2000 22:31 9I0-649-6980
rep 02 00 09:30p Son=e Barber
KEITH ENZC]R
910-645-6758
910-045-5758
PAGE 01
P. t
p.2
ATTN: 7ient Allen
Division of Sol! and Water
225 Green Street Sine 704
Fayetteville. NC 28314
Dear Mr_ Allcn,
Keith E zor
598 Irvin Enka] Rd
Fair Bh4 NC 29439
February 3 2000
To comply with the most recent Division of Water Quality policy, this later is to ietbrm
you oftbe freeboard kvals at Ckole E and James Emery Farms. The reumt cold and wet weather
has prevented errigatm and the predostion amatmta brave ernesded 10 inehaa in the pact two
weeks. As roportod to you on February 2. 2000, the lagoon levels are 12" at Onge E Fartaa and
15" and 10" st ]stones Emery Fo na. At times Emery the bgpm *PM will be Unsfted from one
lagoon to another to have greater than 12" &coboard in each lagoon, In addhion, the following
plan of action has been inkned to lower and maiinsio the fsgoon Wets to the nquired 19"
freeboard.
Monitw%g lagoon levels on a daily bui3..
Monitoring and minittriaxag fresh water usage within the Lim to prevent additional
aowmulatiou of liquid in lagoons.
" Storing as mncil lagoon 4iynid as possible in pit recharge buildius to prevent hiaher
lagoon lcvds
irriguing as soon as possible on the winter crop In the driest sprayfields available at the
farm wine 5egnus1.ead 5& applications to reduce pets aW for run-off or pondieg.
We are commuted to ope eating in as eavisonmensiBy safe tmnuar and will do all that is
possible to lower ad mahnin the lagoon levels at sppropriae levels. If there are additional
praoices whit$ you rewu mad, plasse contact' me at (910) eY49-6147.
Sinccrely.
Keith Enzor
cc: DWQ Wihningtoe Region

State of North Carolina
Department of Environment
,_:and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Keith Enzor
Circle E Farms I & II
598 Irvin Enzor road
Fair Bluff, NC 28439
Dear Keith Enzor:
RECEIVED
SEP 14
20
0
0
NCDENR
BY:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 11, 2000
Subject: Certificate of Coverage'No. AWS240075
Circle E Farms I & II
Swine Waste Collection, Treatment,
Storage and Application System
Columbus County
In accordance with your application received on April 27, 1999, we are forwarding this Certificate of
Coverage (COC) issued to Keith Enzor, authorizing the operation of the subject animal waste collection,
treatment, storage and land application system in accordance with General Permit AWGI00000. This
approval shall consist of the operation of this -system including, but not limited to, the management of
animal waste from the Circle E Farms I & II, located in Columbus County, with an animal capacity of
no greater than 6400 Wean to Feeder and the application to land as specified in the Certified Animal
Waste Management Plan (CAWMP). . .
The COC shall be effective from the date of issuance until April 30, 2003. 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, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS240075
Circle E Farms I & II
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ'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 non -discharge permit by contacting the engineer Iisted below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional infonnation concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
- f
Kerr T. v
Ste ens
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
Wilmington Regional Office, Water Quality Section
Columbus County Soil and Water Conservation District
Permit File
NDPU Files

Information contained in this database is from non agency sources and is considered unconfirmed.
Farm Emergence Call Form
Farm Number
Farm Name Circle E Farms I & II
Owner First Name Keith
Owner Last Name Enzor
OO Reporting O Complaint
Source
Inches
Date
-2-2000
Time
Call Number
785
Plan Due Date Date Plan Date Freeboard
(? equals blank) Received Level OK
Breached
O Yes ONO
Freeboard Lagoonl 2
2/3/2000 2-2-2000
Depopulated
O Yes ONO
Freeboard Lagoonl 2
2/3/2000 2-2-2000
Overflowed
O Yes O No
Freeboard Lagoon3
?
1.
LQ Issue
O Yes O NO
PermissionTaPump
O Yes O No
Freeboard Lagoon4
?
Inundated
O Yes ONO
Freeboard Lagoon5
?
Flooded
O Yes ONO
Freeboard Lagoon6
?
Pumping Equipment
O Yes O No
Comments
.m.s...all;hi.s..f.
+v.ith..a..pl,an..of..action-the..farm-.would..feilD.w..as..requ.ired..by..D.WQ...Pilot..r,ounty ..........................
.....................................................................................................................................................................................................................................
Entered by Trent Allen DSWC.
........................................................................................................................................................................................................... ...........
................................................................................................................................................................................................................................
..................................................................................................................................................................................................................................
....................................................................................................................................................................................................................................
..............................................................................................................................................................................................................................
---- .................................................................................................................................................................................................... ...................
....................................................................................................................................................................................................................................
...........................................................................................................................................................................................................................
................................................................................................................................................................................ ......
...............................................................................................................................................................................
...................................................................................................................................................................................................................................
............. ............... ........ ............ ............ .... .......-....... ................................. ...... .......... ........... ................... .... ............. ...... I.—......................
........I.....................................................................................................................................................................................................
............................................................................................................................................................................................................................
............................................... --- ....... ................................... ................ ............ .................... ....................... ........... ....-........... ........... ........................

Information contained in this database is from non agency sources and is considered unconfirmed\
Farm Emergency Call Form
Farm Number
Farm Name Circle E Farms I & 11
Owner First Name Keith
Owner Last Name Enzor
O Reporting O Complaint
Source
Inches
Date-15-2000
1
Time 10:00
Call Number 897
Plan Due Date Date Plan Date Freeboard
(? equals blank) Received Level OK
Breached
O Yes O NO
Freeboard Lagoonl 13
2/17/2000
Depopulated
O Yes O NO
Freeboard Lagoonl 1 g
2/17/2000
Overflowed
O Yes O No
Freeboard Lagoon3
?
LQ Issue
10 Yes O No
PermissionToPump
O Yes ONO
Freeboard Lagoon4
7
Inundated
O Yes ONO
Freeboard Lagoons
Flooded
O Yes ONO
Freeboard Lagoon$
Pumping Equipment
O Yes ONO
Comments
e-high..freehaard.le.wtway..reported..an.2-2-2.0.00—l... .........
d..ihe..freeboard.leuels..weire..as.fellowa.-...1 &"..and..1.3"...S.an.ya.Bar.4er.stated..he.was.....
!rkix>g. Q-lewer..the.lagQen.level.arid..; til�.load..a.lof.Qf..land..he..Gout.d-apply..them.a.ster....
is farm will be resisted within the next 2 weeks.
�6i�r-".
............................................................................................d..by..T.r..enn...w...ith "ni-1..&. W.........................................................................................................................................................................................

State of North Carolina .
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
September 11, 2000
Keith Enzor
Circle E Farms I & II
598 Irvin Enzor road
Fair Bluff, NC 28439
MIT — __V_'T
Z5
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS240075
Circle E Farms I & H
Swine Waste Collection, Treatment,
Storage and Application System
Columbus County
Dear Keith Enzor:
In accordance with your application received o` , 999, we are forwarding this Certificate of
Coverage (COC) issued to Keith Enzor, 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 Circle E Farms I & H, located in Columbus County, with an animal capacity of
no greater than 6400 Wean to Feeder and the application to land as specified in the Certified Animal
Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. 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 Pen -nit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information Faust be established for this farm. Any increase in waste production -greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS240075
Circle E Farms I & II
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ 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 non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
C r ��
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
LW.iMngton-Regional=0ffi:ce,-Wzamr•Q�ity�nn
Columbus County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of EnvironmentIT
and Natural Resources
V r
4 0
Wilmington Regional Office
«
_ ��
James B. Hunt, Jr., Governor
NCDEN
Bill Holman, Secretaryr
Kerr T. Stevens, Director
OF-
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
April 13, 2000
CERTIFIED MAIL # P 328 829 383
RETURN RECEIPT REQUESTED
Mr, Keith Enzor
Circle E Farms I&II
598 Irvin Enzor Road
Fair Bluff, NC 28439
Subject: Notice of Deficiency
Circle E Farms I&II
Facility Number: 24-75
Columbus County
Dear Mr. Enzor.
This is to notify Mr. Keith Enzor, who holds a non -discharge deemed permit for an animal waste
disposal system pursuant to 15A NCAC 2H .0217 and North Carolina G.S. 143.215.1, of a deficiency with
the certified animal waste management plan.
On February2, 2000, it was reported by your facility that the freeboard level in your lagoons was not
in compliance with a level of 12 inches in each. Therefore, this notice is being sent in accordance with the
Division of Water Quality's (DWQ) high freeboard policy.
You should have submitted a Plan of Action to obtain compliance within a stipulated time frame
depending on your lagoon level. The following procedure is to be implemented whenever the freeboard
level in any lagoon is not in compliance.-
1 . Notify DWQ Wilmington Regional Office within 24 hours
2. Submit appropriate Plan of Action documents obtained from DWQ, Soil & Water district
office, or Service Company
3. Provide DWQ Regional Office with weekly updates
4. Notify DWQ Regional Office when compliance is attained.
It is highly recommended that this facility: 1) explores and initiates measures to conserve fresh
water usage and 2) make any necessary changes to the waste management system and/or waste
utilization plan to help maintain appropriate lagoon levels.
I27 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] -FAX 910-3i0-2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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■ *Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Mr.- Keith Enzor
Circle E. Farms I & II
598=Irvin Enzor Road
Fair°Bluff, NC 28439
A Received by (Please Print Clearly) I B. Date of Delivery
f ❑ Agent
J � ❑Addressee
D. Is delivery address differentIftrffi item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Se Type
19 Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.o.D.-
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Xi31;1um `�Y�+ A
Ps Form 3811, July 1999 Domestic Return Receipt 102595-99•M-17B9

Mr. Keith Enzor
April 13, 2000
Page 2
The Division of Water Quality will take no further action for this incident at this time_ DWQ may
pursue additional actions including civil penalties, injunctive relief, or revocation of your deemed
permitted status for future occurrences..
If you have any questions concerning this matter please do not hesitate to contact either Mr.
Stonewall Mathis or myself at [phone].
Sincerely,
Dean Hunkele
Environmental Specialist
cc: Donna Register, Columbus County Soil and Water Conservation
Jimmy Vinson, Brown's of Carolina
Trent Allen, DSWC Fayetteville Regional Office
DWQ Non -Discharge Operations Branch File
DWQ Wilmington Animal Files 24-75
S:IWQSIANIMALSICOLUMBUS12000124-75 Enzor NOD.wpd

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Keith Enzor
Circle E Farms I & IT
598 Irvin Enzor road
Fair Bluff NC 28439
Dear Keith Enzon
0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 24-75
Columbus County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. ERR], IRR2, DRY1, DRY2, DRY3, SLUR], SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter 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 Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerel
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Columbus County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledt10% post -consumer paper

State of North Carolina
Department of Environment RECEIVED
and Natural Resources 4 Tk?WA
•
Division of Water Quality MAY 21 i999 _ _ 2
James B. Hunt, Jr., Governor By:
Wayne McDevitt, Secretary
Kerr T. Stevens, Director NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAruRAL RESOURCES
May 18, 1999
Circle E Farms I & Il
598 Irvin Enzor road
Fair Bluff NC 28439
Attn: Keith Enzor
Subject: Application No. AWS2400.75
Additional Information Request
Circle E Farms I & 11
Animal Waste Operation
Columbus County
Dear Keith Enzor:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by June 17, 1999:
Your application form states that there are two lagoons at this facility but only one set of volume
calculations was received (155,493 cu. ft.). Please provide lagoon capacity documentation (design, as -built
calculations, etc.) for the other lagoon at this facility. Be sure to include any site evaluations, wetland
determinations, or hazard classifications that may be applicable.
Some of the irrigation parameters listed in your Waste Utilization Plan (WUP) exceed current
recommendations. Irrigation events are to be listed in the WUP as the maximum application allowable for
that soil type from the time the pumps are turned on until the time they are shut off. The application events
listed in your WUP appear to be out of the Sprinkler Irrigation Guide. The Application Amounts listed in
this guide have not been adjusted for the application of animal waste. It is currently recommended that
total application amounts not exceed one inch in any application event for any soil type. If your application
rates need to be adjusted for the application of animal waste, please have your Technical Specialist revise
your WUP to reflect the appropriate application amount per event. If the rates exceed the recommended
one inch, please have your Technical Specialist justify the increased application rate in the narrative of
your WUP.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The information
requested by this letter must be submitted on or before June 17, 1999 or the Division will return your application as
incomplete in accordance with ISA N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 364.
Sincerely,
S
Dianne Thomas
Soil Scientist
Non -Discharge Permitting Unit
cc: lWilinington-Regional-OfMi e, Water'Quality
Permit -File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources •
Division of Water Quality LMAR
V D , _ f
4�"
MN
James B. Hunt, Jr., Governor 1999Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Direct CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 24, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Stuart & Keith Hayes & Enzoir
Circle E Farms I & II
Rt1Box 115
Fairbluff NC 28439
Farm Number: 24 - 75
Dear Stuart & Keith Hayes & Enzoir:
You are hereby notified that Circle E Farms I & 11, in accordance with G.S. 143-215.10C, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map,, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Susan Cauley at [phone]
extension 546 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
for A. Preston oward, Jr., .E.
cc: Permit File w/o encl.)
Wilmington Regional--Office.(w4gencl=)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment and Natural Resources P✓gTgli�CE
Division of er Quality
Non -Discharge PermittApplication Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Nn 2� nGN
General Permit - Existing Liquid Animal Waste Gper,Vs 1999
The following questions have been completed utilizing information on file with the Divisl;vease
review the information for completeness and make any corrections which are appropriate. of a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name: Circle E Farms I & 11
6 L11- 67S
1.2 Print Land Owner's name: S nzoir Aki7W &VZAIC _
1.3 Mailing address: lh-t'-Byx—r35 5 19 1"IA/ t-AJV�V L 03
City, State: Fakb1vfFNC V411Z P UFf- IVL-- Zip: 284339
Telephone Number (include area code): r �/ C)� Z Z / 4/7
1.4 County where facility is located: Columbus
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): From Bladenboro, take highway #242 to cerro gordo.
ASt cerro gordo, take right on hwy 76. In fairblufl; turn left on highway 904. After approximately 4 miles turn right on
State Road 1356. Take next right on state road 1355. Farm will be on left approximately I mile.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / me ' name (if applicable; please circle which type is listed): Brown's of Carolina, Inc.
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2. l Facility No.: 24 (county number); _75 (facility number).
2.2 Operation Dt: criptton. Swine operation
- Wean to Feeder
6400- Certified Design Capacity
Is the above information correct. �4es; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the mnum�or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder {# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 24 - 75

23 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 6 Required Acreage (as listed in the AWMP):
2.4 Number of storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or N (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N59-S\Standards, etc.) (Swine Only)
or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 11
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
33 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 24 - 75

Facility Number: 24 - 75
Facility Name: Circle E Farms 1 & 11
4. APPL CANT'S CERTIFICATION:
N
N°'poi 2 1Y99
�ha�epe
nlii�n
9
(Land Owner's name listed in question 1.2), attest that
this application for 0rMt 1* A/W- 1J (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the s- eb t of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Signature _ � � Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best cf my knowledge. I understand that Y all required parts of this
application are not completed and that if all required,supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: (919) 733-07I9
FORM: AWO-G-E 5/28/98 Page 3 of 4 24 - 75

CARGLI
>-_
CIRCLE E FARMS - GROWER #2 87
STUART HAYES & KEITH ENZOR
2 ( 1600) WEAN TO FEEDER EX P'4-AISi O,4)
STATE ROAD #1355 - COLUMBUS COUNTY
DIRECTIONS: FROM BLADENBORO, TAKE HIGHWAY #242 TO CERRO
GORDO. AT CERRO GORDO, TAKE RIGHT ON HIGHWAY #76. IN FAIRBLUFF TURN
LEFT ON HIGHWAY #904. AFTER APPROXIMATELY 4 MILES TURN RIGHT ON
STATE ROUTE #1356. TAKE NEXT RIGHT ON STATE ROUTE #1355. FARM
WILL BE ON LEFT APPROXIMATELY 1 MILE.
MAILING ADDRESS: SHIPPING ADDRESS:
CIRCLE E FARMS
RT 1 BOX 115
FAIRBLUFF, NC 28439
r'AkAk 6+1-01 cl
Awe
f08-1_�-I
�• r
CIRCLE E FARMS
STATE ROUTE #1355
FAIRBLUFF, NC 28439
303 EAS7 COLLEGE STREET - Ro oC.X 4V
��cwrrs CF CA.ROLlNA, !NC.
WARSAW N C. 28 :9_-0157 • OFFICE: [phone] • FAX: [phone]

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Stuart Hayes
Circle E Farms
RtIBox 115
Fairbluff NC 28439
SUBJECT: Operator In Charge Designation
Facility: Circle E Farms
Facility ID#: 24-75
Columbus County
Dear Mr. Hayes:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December. 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. reston Howard, Jr., P. ctor
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, ���C FAX [phone]
Raleigh, North Carolina 2761 1-7687 An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 I 50% recycled/100% post -consumer paper

W2,s= I:1CL07 ...r PL.Un C3RZ=71CA XQ11 PCR NXX OR A'!?A=_7M 7=TS
plaaaa _et•L= t=a CC=plated for to the Div'_aioa of �4'` a=a :tad jEa_-_aq..r8 -_ zt
Zhe add eaa an t'=e rave.-: ss side of t2 { a tor.
Name of farm (Please print) Z�
Address: f IAOX AIC zF -
' Phone No.:
a--= location: . Latitude and Lonsitude:;�t° lir- ' 22"(re<7sired) . Also,
Please attar--. a copy Of a COu:.t-r road map with location zde_^_tified_
'^7e of operation (swine, layer, dairy, etc.) 3GrriNc .
Design capacity (nu:,::er of animals) agge Inaw-joway
Average size of operation- (12 month pcpulazian avg.) 3Z04
,Average acreage needed for land application of waste (acres) : Af= bwc4gagEssrm r)
sea=3aaaaaaaaaaaQaasas�a»sea=aaaasanasasaaaaaaaaagaaaasaaa==a3aaaaa3aaaaaa3as
Tac!r_-__; cal Spactallst Ga�^tif'_eatioa
As a technical specialist designated by the North Carolir-a Soil and Water
Conservation Commission pursuant to I5A NCAC 6r .COOS, I certify that the new or
expa_ded animal waste ma.^.asemert system as ir.stalled for the farm named above
has an ani=e.l waste manage=ent plan_ thaC meets the design, corsZ=Uction,
Operation and maintenance standards and specifications of the Divisian of
.'.nvi=on.me_^.tal ma.^.ag cent and the USDA -Soil Conservation Service and/or the North
caroliha Soil and Water Conserv-ation Commission pursuant to 15A NCAC 2E.0217 and
15A NCAC 67 .0001-.0005. The following elements and their ccr_aspond;.g mi^_nr,
ci_e=ia- axrn&ee Averified by me or other designated technical specialists and
are included in the plan as applicable: minims- separations (buffers) , liners ar
e uiva_ent for lagoons or waste storage ponds; waste storage capacity; adequate
_uarti_y and arcunt of land for waste utilization (or use of third pa=_y) , ac_ess
or owrersip of prcper waste application e—quipment; schedule for timing of -
apnlica_iors; application rates; loading rates; and the control of the discharge
Of pollutants from sta== ;aCe= runoff events less severe than the 25-yeas, 24-hour
star=.
Sa=& of TaC!L=ica1 Spac
Affiliaticn -_Brownts r,
Address ( cv): phone No. atn�9�_irnn
Signora= Gi- Date: �- r_ -
33�ss�+�3� �. a�� � sa3a3aaia3 aanaaava 33ia3aaa 33�aiaaas3aaaa a�33a3�J3aa
1 (we) u= tand the operation and ma-Latanamce procedures established iz the
approved animal waste =anagemant plan for the fawn na=wi above and will L=plement
these procedures. 1 (sae) Scow• that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will regain a new certificaa_an to be suhmitted to the Division of
M.viror. a _tal Mar -meat before the new ani=als are stocked. I (we) also
understand that there must be no discha=ge of animal waste from this system to
surface wacers of the state either through a mar, -made conveyance or thraugh
runoff from a star= event less severe than the 25-year, 24-hour stairs_ The
approved plats will be filed at the farm a: � at the office of the local Soil and
Water Conservation District.
(Please Frintl Jinuay R. Vinson
Ya=a of 7..atd owm.iL= (Please Print): &1 77{ �/ &%OA
Date:
:Tara ct Apgar, 1= diffe-rent frc=. owner (Please print):
Signat'_e- . Date:
;:j: A charge _ land owre,ship r?iures notification or a new certification
(if the approved plan is change") to be s•uh=itted to the Division of
Environmental Maxnagetsezar. within 60 days of a title transfer.
Doi USa 0NLY : AC_%-Zi4

r1.T` `LrLI. 7+A.S ?L.%N C=== =C=--C$ ?CR Nz7r OR =PR3IDs= PzM==T9 .'.; •-�.
z - a
p_a;sa _a t_.a CC=:P L' az�. to the DI.-r sicz of
t'_:o ads~aaa cct this =ava=ae 81 'a of t.!I_I_s fz=. .
NaWe of fa- (Please p;imt)
_}.,.. Phone No. ; r�`'- r•"�G,
r'a— lacat=cis. LatitUda A-; Longitude•"4" �r- / /l1`�' /7 (,eclt=yeas) moo,
please azzac= a copy of a ecu~.zy road map with loc3.tioc ide=ti�ied_ '
'r` re of c=e=atiac (swire, layer, da=_w, etc.) -•.�; _
Desi;-.- Capacity Of a•,;-a?s)
Average S-ze of ope,at_cr_ (12 wor_t pcgulat;ar. avg.) ? -
Ave=aga acreage nee=ed for land app? icatica of WMste (aces) s �%
aa�av�a a a: � 3 ��aa�m7� a=s�ana=saa�r�=aa=a=syr eea=a:a��asa:aagasssa asas�sasaaasaa�--�
Tac-�_al Specialist Cn=­tif-catiem
As a te^__ ica_l s;.ec_a? ist designated by the North CaroU=a Soil a=d Water
Ccasezra_;ort Cc=issior pu_-=tact to I5,X NCAC 67 .0005, I cert_fy t_haZ the stew er -r
evade= a*.==a? waste =.-_nageme_nt system as installed for the fa_-- rtzmed above
has ar. arira? waste man-ag—ent plant that meets the des_gn, c :cstructioa,
ape=at_er: and st3-tca.;ds and specifications of the Division of
r.-. i=cr e.=ttal M-2-:aga=e_^_t and the USDA -Sail CorserTatiorn Service and/or the Now
Carol, a Sa:T 'armd mate: Co,sa;.rat_on CC=_-,s5iac pu=slant to ISA NC.AC 2 .0217 and
ISA NCkC 6= .0001-_ a005. The fa? ;c-in g e?>ce^ts a^.d their ccr_espord;rg
c,it`e_i�- a 5ee,�va=i`iec by me a; at'her dasignated technical specialists and
are imc_udec in t e pia-: as ap.plica.�Dle: mimic— separations (buffers) ; liners or
equiva? e_.r fe= lagoons or :caste storage ponds; waste storeege capacity; adequate
(7iL^_City e=.c z,aL.t of lan-= far Waste t:C; 1 4 Za,_o : (or use o; t i=d paw y) access
Or a_-~ers:_ip of pr.:-per waste applicat cis erx:ipme_^_t; schedule for timing of
aypli-aziors; ac7li Caticr. rates; lcadLng rates; aYd th cor:trol of t`e di5Ch �e
aL BOA IL'ta__CS Eros sco_,, aze; r-unofr events less severe than the 25-•yea=, 24-host
lya=a cf ectt_?cal S.;eci alIBt (?lease P=_-tl I
Data:
a.�aa3�33nti,�s�aa �a:aasas�asvaesaass:a��ais�aa�ata��aaaa�a�aaaas�aaasao=
11. (:re) ur-e-e=stan the operation a.^.d =._atamaZce prcce-du;es established in the
aporcved z^_gal waste trzrageWe^-= plan for the fa_� named above acid will imple=ent
these procedu.=es. I (we) that a:-.V additional expa=s=ors to tie existing
design capacity of the waste treatment and Storage system or carst-ruct?.on of now
facilities wi? I rxui=e a new ce_tirwcaticr. to he Sj. c=4 tted to the Division of
t.:*ryor_�e_^_taI N.a=,z7a e_�t before the new are stcckecd. I (we) also
understand that there =List be no discza=ge of an; -mg, waste f_ca th-.5 system to
surface wate,s Of the sCate a=the; C _-­roT. gh a ma.^_-¢tade canveyance a- th.=0ugh
r-._yr.of_ f=a= a star= event less severe t�: m the 2S-yea=, 24-hou= sta^. The
approved p? ar. w° I_ be filad at the fay and at the office of r-he local SOLI and
State; Corse;ration_ District.
Nis=0 e, ra.-d csra..= Please Pr4.t}
S;g at'..- r' r .� _ `_ w ] Date:
-V=a cl v3-ay4L„ = c=fi_er:t f,oa (2leasa pri=t}
S-g-.at'= = Da t e
Mctst: A cha=.5 e - iz land cw-,_e,-sh p re<7wi= es Loci=icatiaa or a new certifi.catior-
(;;_t?e a=yz-3Ve, plar. is changed) to be 212wT teed to the D--7i'sioa of
�rri,o:_er_ta?a.:-�Sema:t c.yt!jjL_ 6a days of a title tra_^_sf?^.
DI" uSr
90

NUTRIENT MANAGEMENT PLAN
Grower(s):
Keith Enzor & Stewart Hayes
Farm Name:
Circle E Farms
County:
Columbus
Farm Type:
Wean -Feed
Farm Capacity.
6400
Storage Structupre:
Anaerobic Lagoon
Storage Period:
180 days
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrlents'can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate fitter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which Is not allowed
under DWQ regulations.
Page: I

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utiltation plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, f1t3, tons, etc.):
6400 animals X 223 gailanimallyear =
1,424,960 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
6400 animals X 0.48 lbstanimal/year =
3,072.00 lbs
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Type
Crop
Code
f Yield
lAc
Ibs N
lunit
Acres ;
Lbs N1Ac
Residual
Lbs N
IAc
I� N
Required
Time to
Apply
182
1 &2
NoB
D
1100.0
1.25
6.7
125.0
837.50
Mar -July
185
3&4
WaB
N
40.0
2.40
11.8
20.0
76.0
1
896.80
S-April
185
_3&4
, WAB
O
18.0
4.00
11.8
I
72.0
849.60
Jun-S
184
II
12
WaB
I D
75.0
1.25
5.2
f
93.8
487.50
Mar -July
184
3
WAB
D
75.0
1.25
12.4
93.8
11162.50
Mar -July
185
I 5
WAB
D
75.0
1.25
3.8
i 93.8
i 356.25
Mar -July
182
i 5
Fo
D
120.0
1
1.25 1
7.1
150.0
. 1065.00
Mar -July
Total 47.0
Available N
*Difference
5655.15
3072.00
-2583.15
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops fisted above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require fanners in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
Page: 3

should be exercised not to let small grain reach maturity, especially late in the season (Le.
April or May). Shading may result if small grain gets too high and this will definately Interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Com - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached Wrap showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
Page: 4

The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.072 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 2304.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7.68 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 18.43 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25°% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount i
Tract
Field ;
Type
Crop
in/hr
* inches
i
182
1 &2
NoB
D
0.50
1.50
185
3&4
WaB
' N
0.60
1.00
185
-3&4
WaB
O
0.60
1.00
184
2
1 WAB
D
0.60
1.00
184
3
WaB
D
0.60
1.00
( 185
5
WaB
D
0.60
1.00
182
5
i Fo
D
0.40
0.95
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page: 5

Your facility is designed for 180 days of temporary storage and the temporary storage must
be re wed on the average of once every 8 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiabil'rty of the producer and waste applicator to ensure that the spreader equipment
is operated property to apply the correct rates to the acres shown in the tables. Failure to apply
the reoommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical speaaiist after you receive the waste analysis report for assistance in
determining the amount of waste per acne and the proper application prior to applying the waste.
Additional Comments:
Grower has excess acreage under i ' . Tobacco ma be p4rded but should not exceed
10 acres in one year. Wheat and so ns may be rotated with oom usin the ication rates
listed below for each field. Grower should have at least 5 acres of wheat each year for winter
_ I 2 112 jb:
1 kz- s 13 z 112.

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
Owner/Manager Agreement
i/we understand and wits follow and implement the specifications and the operation and
maWenance procedures established in the approved animal waste nutrient management
plan for the farm named above. l/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
1/we understand than l must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. l also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the faun office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Date
Name of Manager (it different from owner):
Please Print
Signature:
Date
Name of Technical Specialist
Affiliation:
-17,
Signature:
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
[phone]
Page:

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NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, mamuade conveyances, direct application, or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited
2. There must be documentation in the design folder that the producer either owns or has a notarized agreement for use
of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly
dispose of waste, he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when there is a change in the operaiton, increase in the
number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may he used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on Iand eroding less than 5 tons per acre per Fear. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acres per } ear providing grass filter strips are installed where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or dishing after nvasic application. Waste should not be applied when
there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be snit incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occure during a season prone to flooding. (See "Wheather and Climate in North Carolina" for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil in#3ltratirm rate such that runoff does not occure off site
or to surface waters and in a method which does not cause drift ti-c»n the sits: during application. No ponding should
occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during raiivall events, or n hen the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a marurer that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage 1rt,in animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a rnininntm 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 a crop or
forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of
the land area onto which waste is applied from a lagoon that is a canrponet of a swine farm shall be at least 50 feet
from any residential property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied
closer than 25 feet to surface water. This distance may be reduced for water:s that are not perennial provided
adequate vegetative filter strips are present (See Standard 393 - riper Strips).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other propeiy and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed %vaterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
I6. Domestic and industrial waste from washdown facilities, showers. toilets_ silks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
IS. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge, pollwimi and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should he inspected on a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consuinphon it should only. he applied preplant with no
further applications of animal waste during the crop season.
21, Highly visible petmanenet markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment lagoons. Pumping shall he managed to maintain the liquid level between
the markers. A marker will be required to mark the maNimunl st(IFILI< <01111 Ite fin• waste storage ponds.
22. Soil tests shall be made every year, and a liquid waste analysis shall he taken within 60 days of application
consistent with waste utilization plan. Poultry litter shall be tested prior w ❑pplicatiom. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a maimer that meets NC rtuulati+ms.

- &JA)7 y-
URGENCY ACTION PLAN
DWQ Flo �95 Soo -
rl C iCY L �i C T SYSTr-ENA 91I -
SWCD Wfa- a34g
TICS 910 G 4.z 570 0
-=Tess pLz w I be i:upie.,,e::t in t_e eve: twz-ses frcrz yaw operadon are Ie� ss�g
ave.•�ovu.� or r",n.-� o� s:e. Yap s::cc:id act war u� wales reat� suf�ats way.--; orie�ve
ycur preper-,y to cansiCe; you have a prcbie--z. You should make evmy eff'or to cruse tit
this does not hapoea. This plan s� o �e nrsc`i �*� ace-s�;bie latatiortfQr aIl _errnlQve-s?t the
fzcMZ- The fckvimg are some ac-.arz items you should take. .
1. Stop the rel-=e cf was`es. Dep ending on the samzior4 this may or may aot be passible:
Suzs=ted resp orses to some pessicfe problems are I•Zssed below.
A Lagoon cve_�'aw—posszofe solutions are:
a Add sang to be_;.z to inc7e-.ze elevation of d=T.
b. P=p to fields at an acceptabie razz.
C. Stop aU Eows to the lagcorz
d_ Call a pc,,pz-1 contactor.
e. Make mare no sizr`.acz water is enter u?,- Iagoon.
B. R,=cf 2-oazi w=e anent t- or: held= moons u:clude:
b. Crea_**= a te.:zpora-
y dive, on to ccr*.an waste.
c- Licarpara±e waste to mduce rcr,eL
d- Evaluate and eUr,— =+e the =-soa(s) that caused the rani -
e. Eva? fate the applic-tion rates for 4 e fields where runoff ocesrred_
C. LeakaSt fram the w-at,: pipes and spr=ukle ,-actian include:
a Stop recycf a per p.
b. Stop irizztiar pump.
C. Close v-z-lves to erz.-�.z: -te `Lst-ie:
d- IL --air a?I leak3 prior to res-z-,--t ,S pum, as.

D. Lzzk_ge fram fIusIh syste,-A houses, solid separators -action include:
a. Stop red,,crepc:=:p.
b. Stop irr;Zt-an pu,.:p.
ao siphon ac�.:rs. -
d. Stap al laws i♦i the house, fTusa rlstz.m�s, or solid separators.
e. Repair a leas prier to restar-LLrg pumps-
E. Lea'c=ge 27ar.; base or sdewalli of IaZoan. Oren tads is seepage as opposed to flowing
` Ie�ks-poss-ale a Boa: _
a. Dig a s,-.mU well or dacla to catch all seepage, put La a subme ,idle pump, and punp
back to Iazacn.
b. If hales are „ ed by burrowing animals, trap or remove anL-naffs and fill holes and
car tact with a clay type soil.
c. F--P-ve a prafess;onal'evzuz*e the condition of the side walls maid lagoon bottom as soon
as possible.
2. A-ss,--,ss t:;e.e:c6e r:t ofthe spM and not= any obvious damages.
a. Did L`ne waste rzzc:-r an7 surrace waters?
b. p:=Gra?Cm-a-tet'V haw GiL'C�1 was re.'e�2'{ artd far whoa dL'r�*ion?
c. Any not eii, such as en-ployee injury, fish ;tills, or proper`y damn,-e?
d. Dic the sgs7.l leave .6,;-L e Property?
e. Does the s l hzve he potential to reach su..,ace ware..?
£ Coald a fu=re rz.^, event cause the soiiU to reach sar.zce waters?
g. A.re potable water wells in danger (either on or off of the groper<y)? .
h_ Eo`, rruc:n ce=thed sur=,rce wale ,?
3. Cor.t=- aporaprat_ 22encles.
a. Du ng narmal busi:,ess hour; call your (Divis►an of Waxer Qualty) regicaal office;
P:�ehacs, ene-ge:c:cre Ay number: :jh y li{� Your phcue c zii
s4ci:id inclLde: your na.,ie, fair✓, teiephcne number, the de.al-ls of the incidcrt from item
2 a ove, the exact lcc on of the fac-3iry, the loczEan or direction ofraoveme=t of the SPA
weather and wind ccncEticrs. ine carre--=ve measures that have been und=,=k=,and the
se: icusrness of tie si.. ,-,cn.
b. lr spui leaves prape. cal I=M Phone number911_
c. Ins uct �fS to c o tact Iocai I --Jth Depar=e-zt.
d_ Ccr.*�� CI=S, phone nurbe.� =; ;�� local SWCD or�cz- phone ttumher
°: ' z:d Ian tiIRCS o 5 c c for advic_ItechrucaI assi-t.rcc phorJe M bar
4. Unone c6the above v:orkz, =11 gI I or the Sre.'Hs Departnent and expli'Ln your problem to
&=—n and ask Ll= pe san to ccnL-c t;`re proper ale:ncies for You.

S. CcataG the ====r ofyour choice to begin repair ofproblea to mirrn-a --- cf,-,-�tc &=z,—�
�J20Lr]L- �l LL /XJ
a. Ccutac.ors W=c:
b. Cort?-c ars A.ddrrss:
c. Caatra=rs Pbaae:
6. Contzct the t icYl spec llr, w$a ce-d5e3 the lasocn (NRCS, Cormulti.ag EngLace., etc)
a rime: ��M rrt1Jnl so a� �QE��
r -b. Pboae: lv Z o 0 ?/Z) .20 7 0
7. I=cpIe:==t praczdixcs as ad'vistd by DWQ =d tecbnical assiaz=ce agencies to rectify the
damage, repair the syr. aad reus= the was~.: mans e=cnt plea to k=p problc= wkh
re--I=sr of wastes fraaf 1z;Peaiag again

LAGOON -MARKER
F R E E B (--)' A ':-_)5YF\/24HR STORM
IAXIMUM L E-ViE-11-
6 M(X),' ._.A Y
I T
HNIMUM LIU!" L V E_
'ERMANENT ,.', T C I A

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will 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 outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order 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 traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon 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 precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.6 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 39194 cubic feet or
293170 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. 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.
7. All surface runoff is to be diverted from the lagoon to'stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants 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.

1•Iortality 1.Jaiiagemellt Methods
(Clieck Which method(s) are being, implemented)
1 Burial three feet beneath Ilhe surface of the ground within 2.1 jiours after
knowicd�-c of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendcrina plant licensed uncle; G.S. 106.163.7 '
❑ Complete ihhcinemlion
❑ In the case of dead poultry only, placing in a disposal pit of a size and•design
approved by the Depanment of Agriculture
Anv method which in the professional opinion of the State Veterinarian would
make possible the saivnsc of part of a dead aninlal's value without endangering
Human or animal health. (Written approval of the State Veterinarian must Cc
attached)
Insect Control Checklist for Animal Operations
ti+llll•L'� Cuusc 1111'i1's to Cunlrol I►lsecls Siic Sped i,: Nrnclices
U11+►i►1 Sysirllls
11us11 (iutlers Aceumulaliuti ufsulids O F111511 syslcnh is dasigllcd and o1►er1tled
surlIdently Io renluvc actalimllulcd solids from
(;niters as designed.
l7 Itenlavc Lrillgiuu of al:cntnul;ilcll solids ;ll
d isr;ll�+rLe
Ls+l;+r++ns :nut fits Crusted Suli+ls Muintnil► Is+l;nnns, scli illy bilsins u11+1 I►its ► here
11cs1 1►ra1.1ing Is til►pamil to n►lifloi a the
Criisnlig orsolids In u deldh of no more Ihan G -
8 inches aver Inorc Ihal► 30% orsurfuce.
rl:atesai►e Vcl;cialive Dccilyilll; vegclalioll Minlitinil vegclutive eolllrol along hanks of
tiiuutli i;lgoolis nrld outer hnl►nun►Inlents III I►revenl
;lccuululc+liuu ofticcnying vegetative miller
llloill; wnlcr's c+Ige on iullloundillcnl's l►crimelcr,
r

Swine Farm Waste Management Odor Control Checklist
Sulircc Cllasc Il11ll's Ill 111111halce 0I1401. Silc Spedric I'r1101rrs
Fill 1111, all - • 5►VIiYe 111ullucllllll Venewlive or Wooded hufleis; ^�
hccnuuncndcdhcsl nlanugelilcnl pruclices; .
Cnnd judgillcul alld cnll1nlnll sense
Animal !lolly sui hices Dilly nwuure-covered aidnials Cf 1)ry 11e01•s
r su11'ilccs • Wei uliruure-covered fluurs
Slnllcd lluors;
Mimi s Incaled over slolled floors;
n recifers ul hlgll cml orsoiid floors;
X.Sicrallt: llIMI M hillldllll frelli floofS;
Cl Uoalcrrinoryciililation ror ilryilig
Mallure cullcelialn Bits IJrinc; n Ficdueul malunc removal by flush, lill ruchurge.
• 11i116ill microbial decollynsilioll or scralic;
rl Underfloor veulilaiion
Vrnlil�lliun 1 ahau�l funs Vulalilu Cases; _ I un nrYinll niutce;
DIIS1 Ellicicnl lair uluvelncilt
Iuiluur sillfac4y • 1}usl Wushdmvn huts een groups danimuh;
f7 Feed iilhlilives;
0 Fesaler cams;
Cl reed delivery lluwnsllaul twunders In reeller
covers
!'lush lull :S
• Agil111ion of recycled lagoon
0
1-hash loak covers;
liquid while funks are filling
Cl
iirteull fill flocs to near hmuoul ornmi.s ►vitlr
_
111111•slhhollyelils
11h1)11 alleys
• Agiialion during WasielValer
Cf
Underfloor flush wilt underfloor mililaliun
Cnrlveyallcu
1'il 11:61118C I1111111S
Agilalion orrecycicd laguen
Cl
INIcli1I ruellarl;u lines lu near buuurll ul'llits
liquid while llils are filling
►vital anti-silihon vcnls
Lill slillinlla
• Al;itilliull d11ihir, sillop ion!:
rl
Sllmp lurk cuvlas
filling 111111 drowdolvll
0111411e draill Ciillecllilll
• Agtlulillll thirbig Wiisle►voler
C1
llux Covers
lit jolluliull huxcs
culiveyance
'
Ahlfl(: • N wcuibcr 11.1996, llugtl 3

511111-ce Cullse HMl's In Minilldle f)dnr' Site Specific Prodices
find urdrainpipcs ill • Agilalion during wasiewaler In hxlclld discharge poiul of pipes Ilndcrnca111
lagoon conveyance lagoml liquld level
Lagoon soda cs Volatile Las emissions; Proper lagoon liquid capacily;
• Biological nlixhlg; Correct lagoon smatip prnccriures;
• Agilattull Minimum surface area -la -volume railu;
Miuillmill agila11011 when.pinuping;
ci Mcchanlcal acrallon;
n Proven biological arldillvcs
1rriLatiull sprillUcr
0
l i igh pressure agitatlun;
,P�
/
In lgalu un dry days willr tilde nr no ►viol!;
lurccles
0
Wind drift
Mloinium recommentled operaling pressure;
Pump Inlake near lagoon fillidd snrrace;
❑
Pump front second -singe Ingoon
51131il6t: Irnk of (,;Isiu
•
Pailful micrrlbial dcumipushion;
n
llollom or midlewt:l luadiug;
sullslcc
.
Mixing wllllo filling;
0
•funk covers;
•
Agilallon when emplylug
❑
fiasin surracu mats or solids;
n
Novell hioingical uddlllyes or oxidants
Scllling bnsill sill face
•
Pai lial microbial decompusiliun;
❑
Extend drainpipe oulluls undernealh liquid
-
•
Mixillg whine filling;
level;
•
Agftallon when emptying
f7
Remove scilled solids regularly
Manure, shirty ill, sledge
•
Agitation w11en spreading;
Cl
Sail injeclion orsharry/shulLes;
Spreader oulluls
4
Volatile gas emissions
f1
Wash'residual mamire from sprcadr;r after lose;
n
Proven lliulogicol nddiiives or nxhlaws
Uncovered nlllnul'e,
volatile gas cmissialis while
❑
Suil injecliun ul'slulry/slulitcs
slurry or sludge on fat 1 I
drying
n
Soil incorporation within 18 lirs,;
snll�lccs
171
Spread in thin Imlrrlrul layers ror rapid drying;
f7
Proven lrlological riddillves or nxillams
Deild animals
•
Carcass llcculllpolilioll
I
Properdispusniun ol'Carcassus
Deihl tlllili1i11 Ilislim"ll
•
Carcass 11CC011Ipusilitlll
❑
Complew Coveeher or cllrellsses ill bmfill ails;
lifts
fJ
Proper locilliou/collsinielinn ol'disposal bits
limillel-wills
•
lncolllplelt: culllll1wilall
0
Sucondilly Ylacl: balliels
'' AMOC - Huvcluhur 11, 1996, llagn 4

Source Cuusu 11111i's In hlhlintice Odor Sire Specific 1'rncliccs
Standing miler aruund a Imptuper drainage; Grade and landscape such thud water drains
lueiditics MicroLiul decomposilioo of away froln facilities
orgaltic.tualler
himmic tracked ouio . 1'00rly ulaimuiucd access ruads I�urril access road nluinlcuaucu
puhliw minds linnl Gtrnl '
I1CCess
Additional hlfonnalion : Avaliuhle From . .
Shine Mlnlire khmageutcid ; 0200 l(udcA)MP Puckul NCSW, Comay I:Alensinn Cunler
i Swine Nodncllou Farm Poleoliul Odgr Sources and Ilensedies ; I'M1, Facl Slice[ NCSU - IIAli
Slvillu Produc11on Fucliily Wilma Mauagcmcnl: Pil Iteellurge - bil;nols Trculmcnl ; FHAI's 128-88 NCS1.1- 11A1i
Swine I'rnrhicdun Fucilily Manurru Munugunwiti: Underlluur Fhlsh - I.aLugn frr alllttair EnAl! 127-$8 NCS11 - IIAN
l.al;nntr Design 111111 Milllagell1clll lur Linslock Manitre,ri-enwieul and Slnrnge ; VDA1i 1117-83 NCSI1 - IIAIi
Culihratiutt of Munnre. um1 waslewaler Application I rlalpmeni ; I:11AE Fad Shccl NC511- IIAR
Cuolrullhig Oilors from Swine Buildings ; I'll1-33 NCSU - Swhre CKtcuslun
Euviroomenlal Assllrance Program ; N1'11C Manual NC Turk Prtlilticers Assoc
Optiuus fur hlanuging Odor; it report from lite Swine Odor Task Force NCNU A Lori Cumiumilcullmis
fluisalica Cmicums In Auluial Mannra Malla9cnlenl: Odors and -lies ; I')t01 Q7, I995 Cunfcnncc I'rgcccdiugs Florida Coop[ ralive I:xlcnsiuu
r ' AMUC - Nowinhur 11, 1996, Nine S
o'

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I , + Aim .� ; +p�o��" ! Air'` n 4
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I-S Wpv
MOTE : lVS7?91-4 1AAMIC
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DGP4AG ME
i
76,
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pI-T R cN ARG Dr=slGo
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o EU-: V, YNvtEtRi or- C)v*TLP--1 ?I PE
-ToT A L DESI G-H
1 sToRwG-E eLr-- vi
- o rN r-, N iE van T
B Lba,
53.
F IR150a D FI Dok EIev,
Sz.z5 �ETTLEp
TOP oP: DIKE
5.� ELeV,
rl
PAp VEV, i
:L 0 VIr 0.t OF o i lr` 115,s, 3• r 5.5, 3 I
sz . 4-5
��o @ %z/° 'iQEvltw��NT
10.0
s59pokj OGoflN
D E p'r {�
E3a1T a►M EL+� '
wH�� At��as dF vr.�yvtraPa�-� NtAr�r�I�L•
WILL
IF E; VAT IL' 1 l f -I • •" s'" � t " i
��f,,:�VV l�I�.QO� A.1�r•f' �,�L�KFILL..E•..{, hu�

SHEET 1 (]F
SPIs CIFTCATIONS FOR CON';T!RUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
F(D)UNCATION PPEPARATION:
------------------------
The foundation area of the lagoon embankment and building pad shall be
le-arn-d of trc�as, logs, stumps, roots, brush, boulders,sod and rubbish.
ciut'r=facto v disposition will be made of all debris. The topsoil from
.and. pad area should be stripped .and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the fir_t lift of fill material to get a good bond.
-XCA%'ATTnN ,AND EAr'THFILL PLACEMENT:
-----------------------------------
ThL axc.avati on and earth f i l 1 shall conform to the lines,
grade -:s. ,and elevations shown on t!he Flans. Earthfill material sh�.11
bs free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent_
}hay are :su i tab l s , e;<cavame-.d materials can be used as fill. The fill
.:,hall be brought up in approximately horizontal layers not to exceed 9
inches in tth i Ckness when loose .and prior to compaction. Each laver
will compacted by complete coverage with the hauling and spreading
gu irrn;ani- �r stanc;ard tamping rrl 1 ar or other equivalent method.
Compaction will be considered adequate when fill material is observed
+c-i to the point tha r se-t tl i-,ment is not i"tad l 1 y
�lrlTc T};F '=�FECI',L rcOUTREMENTS FOR PLACEMENT OF LINE^S IN THE LTNILE
r�r r{i `r 'n f r �,� n r1 ? �r {r e t- r agnon Silr3 ! ;
T E.: T TC: l TON. . �r= m.� . n..m�n of tiN 1
i;lca.'•?'i'-i i_r'iC1C2 the, mor;? ilipt?r':ioii!{, -r"oin the r'P.•�u".i
-.vnstr uct='i;3n ref i ? 11 hoi•.-,hts L3hall it ce S per -r.
aver in height anti r.-►ith an imnc,unci{nrnt
i l� •7r'�' = -f"t'.a}' <�{' m�.,-.... ;-.�� 1 rE11c'�f±B' }•ilL� li�i' ��Ctlr�n !7f F-f-r.,• -.�-
i in

...
.. .._ ,Ir.rr rrt4
;i:'rr ! Vrl,- 'r I�..,� •:.rirr�:q , :01r.--C7
::i,:. :-)(=:nl:r.,
-i�.rr
s! i11'= iniI_i.a
L•ia_ty ;•r,tor-in, ohm 1,. '011
hir:-.ry r'rr.ucing
..-trini. 7
Solids .'.;roll[ be-,
rtw,_•r wikh *ft1r wnI• .Q .r11.
f_ime:•r:. Whop pr-,-.,_.i-ar
,inu
Q nnmplct*'
fluxh buildinS2 with r•:'-v,-led
lagmmn li%Irrid.
`r h
rater Mould no+
ho Vt4 -.rs r !t :r iitt7 ;f'I,-r
ill i l i:. 1 i 1 i ir1q.
1 1 1: .: i' i ...'!-t: . i � L'!.r .: i : , i V
! i .. -. �. I ' t ! . .I V Ph"
t
•- l 1 "!- od . I hd _.
l.,n i �, nrrrt:-:r irl ur;� ! ; rr•. ,i
1 ! _., i , r, _{ ; .,.:_,
t ._ :!,._
i. _ ilriv.:rl i 1
be fori- 1 F.nri ,pp
:' P•: i rt!: _. m, .•�-.,r-'.' i.•,; c..
wi-i, r'r 'f 1+j i d l evc:l
r caci-1ns ! hn ._ 1 .L'rit itin 12
_. as rrV .. Q . y r
-, m..rt'..k
11,.4i-Par. . Stop pump -
nut
;t*r q` . lu;:.. .'• yr- 1 hr'`
storm, 7 ..r'r.., i..
10440
K i _ , y+ or
,318350 qxl l;_ns_
SHEET ?_ OF 2
4. The recommended maximum .amount to apply , . _ irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the wastes utilization plan fcr further details.
5. Keep vegetation on the embanF:ment. ,and adjacent to the
lagoon mowed annually. Vegetation should to • ar r_ i l ; red as needed
to maintain a vigorous stand.
6 . Rova i r 3my or adad •3reaS ac - wnn damaga _ j rndn"ts •ane
establish in vcgQtahion.
7 _ All surface runoff is to be diverted from rho: lagoon to stable
out-1 eto .
8. Knep a minimum of 25 fiat of grass :oyel zzi buffsr arpund
waste utilization tialds ad-Jacort to •a;_rinn - : . 'tr ^ai's - wasv* wi 1 1
not be .applied in open ditr^hes. Do no! pump •.'.thin 00 fee_i of. a
rasidance or within 100 `<.n ::.T .. w i l I.j.- Mall he a i~ i l J_d in a
manner- not to reach ,Miler propprby and pub!!:
The Clean Wa her Act of 1977
pollutants into waters of he United States. he Department of
Envip-r.irlrnent. Health, and Natural Resources. "1,-i• on of Environ-
mental Mril-V•=dCFerr1pnt • i1w the r.. pnn ,. .l *_.' .:nfor- g this law.

bar,bar& marl: tr-ra,_ ted arab, sh,)j b - - -
r 1 , - .- :IS •i:. ,7i 1'::: l!i E •; i i.i:r' <''.'N k'. 1'.: .. -
.: li•'! .+ E' '. r:l .-Yr• .'�.: .. i-i 1-._itlr;i-Y T."ps~.'.i hou d h •A .Enni
i': 1� .. . i'{kt. �i i! .. •.i lr.i F.i.i'� E. , _ ., � .'f.1i •-a ���:Ifll:• •!.-, li1 rr 'i+i. _ �i'" !.ir' .
. . . .:17nnar1d,'-d pf:7'manc'_rkt
. ad inn ,' _r'rl.:il'r',:Ikf vc:gRtAt ion ahould b'. �':�b !!i'�- i ,'s•.
Cir-r in i".hn nui t period -f .�1 �yni -,'.+r{i -.`_.. "! gi.� � - :i'
,
!'Jh:�n f-7i lr-, ir's ar. rif;c�IJi'Itnr'=il, ':! ti 1a minim) rr;
b:.:-vor,d the autsi�'= too of 1ope •�f th dike. The tile�
`r_-n,. h 0501 l bo b•: ob f 'i !lad and compacted with good malerl a l s!Jch A
"C . CL or -
OPERATION AND M AINTENAN&PLAN SHEET 1 OF
This lagoon is designed for waste treatment (pPrrlanent storage) and
180 days of temporary storage- The time rewired for the planned
fluid level (permanent and temporary storage) to SA reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 clays storage for:
(1) bVos-�a from anim•ais and (2)=:�C-ass rain:-al1 after evapor ation. AI so
i nc 1 uded is storage for VIM l -' -- 2 1 - - `
e ../c..!' r�•..'!.':' . � : ;-;� ic�r hf location
.
The volume of waste generated from a given clamber of animals will be
fairly constant throughout the year and from year to year, but excess:
rainfall will vary from year to year. The M yaar rainfall will not
be a f.actOr to consider in an annual Pumping cycle. but this storage
volume must •alwayo be Qv.ailable
A maximum elevation is 6stermined in aach design to begin
.pumpin -and this is usually the e�l_r� sh � � � 1
y a 1nV;�ry �.f i_l;�',=.{S� from
br-rilc'ingf�) . If thZ outlet pipe is no inst•_;llad st the elevation to
begin pumping, a {permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop primping to maintain lagoon treatment depth.
Ch u` n b . started !- Um E•' � i n 5� s.ai ted or s tJppr_d mt any time b[i'.•7s!?fi i:fle?4:e two
s l a?v "Ons fOr Oj7eccyl ng conv n i' n n as site ':orld i wj,an:= >Sarmi t . :such as
l•;c'•-,�i-I_r, 1011S.['nO , and s uipment in or'dan to .;apply w•-=.'stt withn"t
runoff or l aveh i ng _
'_end a n1 if -a) ;,gin _
1` w,.i _t .� y,7.i !" r_ 'i _ i'.:i"CSL7r! i :_ o :1 as on ... 'r'-.;, t,,K U-!
M'ni-ho7
_n i •r- i - i" , !furl'= • :and hPav•. 1 I- a 'u" rr i -. • !- i - n '-�C c l 1 should
li -
�01.01 Won n p i inLy.?g•_ tv i• ,i.- ;!•_
. g ... ,.i _'i ..1_ _. ill.) to r.'. - ...

-•r•t,.:i•,rl-�111.1 :t••1iu1.'r:l.,I j.-,I,.
I-Il'IEP: 'Dill 1-11i'lIsin, Irf.r7111I••rrl TjI{170F ;S SHALL (il 1.6 f+_'.
1d(1l( 1 i11FUS (i rI I^.! !W r1H I ) APF !:i-trilfF D t.'l111i•! THE ATFACHED SOIL
1 M%,1 i i I I i f 11 "": :r, I, •i �l 1! 1 :l l ;•,: I 1 I-
1I 1 1 till �� ,, •, (�-lir 11� r li- r r =.! r r�lr. I F? I nI_
1 h!!:(:11111'rI r., j1 1,1r1 1pii: r.rifl': 1!'''1': I rl . .;' !►.. ".I I*.f'r'1 :' ';I'C r Jof! or fI1C L If1fr
I'; IMC'I 11f .,F) i[i Il.: :..f(.0 '•II1; 1-1 1 11" 1• : ^•.K •r_'-t-r)111!'r.0 ,_'.Y 111h Sr. ILI PUrf AT .
l`JI-,C-n _;;- ,... 1.1r:::rr I I.-,r, 1: 111...1;.1 ;.. 1 .7-" 1.r-t"r.(I, thy:J :di 11 be fti`,J."- -
_.:(j..7' ,-1t-. d V 1,n; i Iii PAY .:i ..I- 1 :. - f E .4 !I•.'1 .. ..= r1,' ..cr"- d
pert end i•..1 Ior F: I`in. f irr, i• 0, •11' ..A.- -:r• f jl.ltrrtaf'.•jon :'hall be berkf 1 1 10,11
05 ^_.pec 1 f 1 i d Ft> .Ir'-1-I; LJ I Ili .) �,r 11'!-''-'lr��t 1fl.i t: •r' 1.', I (? rI- , !3C , Cl'I ) .
P,UET, 1'!-1 1"1117 'Mil 11 INN! 21 II"?t-i I'M,) ;I`1F(tPf•1A.TI0N IN THE PLA.i't`.-; FOR SPECInl
CON SIDI:1:r11-iONS.
SHEET 2 OF 2
Soil liner material .;hall comR rr"m an approved borrow ar ma . Th ;-
minimum water c.ontant of the liner. matorial :hall be optimum moisture
content which rel•thon to thin! mr,inturc content when the soil is knooded
in the hand it will form > 15=:11 which Coen not readily scporote. wm1or
G11•311 bt= •3dded to 1b0rr•;•.w its to insure proper moist;ur s cww _n4
during placement of the liner. lh1- mnictur-- content of the liner
material -hall fiat- ba lr-_ , I'Kin -xirrt:la7 wator- contc_nk during placemant.
The ma:cimum water c-or,l n! ;.-.}": f tE,e _.,i1 material 41ing tOc+ w_',
for efficient use :f ha"I inq nquipm nt and prover .^.(:Lmp•aotion. Pr apor
compaction of the linar ir.lniI:r-f.r p?,-ormcnl ir, 9 int:h liftz and
compacted to ._it lL:.l.af an A`.17.11 D6.;3 Dry Unit
Weight of the ling' material. N:K- i smooth or hard, the previous lift
nhal l be mcar i fled •'1i-d iris, i '1'.'-rl:.d qz rlc!ndal i -fore placement of the :-amt
1iFt.
The single most important fort-o zifocting the overall compacted perme-
,abiliky of i clay 1inor. obhor thin the type of clay used for the
lin r-, i_ khe effioianf c:"str•u I i,-n proce«ing of the compacted ling"
the _ir?(Il lh?nt'n .if -1.1 i t,n7.,,111_ 11:7 1_r>1I E i I IL1 t7)f 1qU i jim-,�;1 t in an es tab
i ish`d pai t#_7r"r1 hk-l�= in 14hr- wholc> placement and
compaction Proc_(,n . For most ofav not 1 , , .a -tamping or sheepsfoot
roller- in the prefwrnbl- tyro of compaction acluipment.
the of l l lnar ; ha1 l h;-. ,_)r't"•i i.tTii f r--•m kht- t!-ischar9e of wa:3te outl z:
p -i {:, t, _ r °-1 j i'1 ! ; a ' n t , I:} y r - p f
� C't.l'te ,�4' L1-1r� ':t.(11_ fy T� .�f �n►�r-e7 li�,i a. for
or 0-1:3 7 rlc7
Al kern t Way . t • . i 1 1 in r• 0in 1 ine _ o"d Iiorlhonite =.1?al.-nt .
Minn I:li•.°Sc ar i . is .1 . "! .' :..;, .7 .-.,"0:-m-I. i,-'il 'P"" j ;,.Moor •fi
includ d with th r- r•.1:_ is :n''. . ; - iI i•_'iI i•'41.
_, li! � r Ir I. 1. . 1 � !.. t. .. : r�:... ale :I :1 rfl• r1 :1-� .. {.tl �. .

SEEDING SPECIL (CATIONS
----------------------
AREA TO 3E SEEDED: 1.0 ACRES
tISF. TfJf_ 'SEED M[XTURE INDICATED AS IFOLL OW";:
0.0 LBS. FESCUE GRASS' AT 60 LBS . / ACR?
(LEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEIJTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0 . 0 L8S . RYE GRAIN AT :30 LBS./ACRE (NURSEPY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 L813./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.0 LBS_ HULLED COMMON SERMUDA GRASS AT 8 LBS_/ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APR IL 1 TO JULY 31
0.0 LBS_ UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 L3S. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SE£17ING GATES: DECEMBER 1 TO MARCH 30
LB S .
;APPLY THE FOULOWIN[3:
000.0 LB'' . o; 10-10-10 cEFz-f IL lZER (1000 LSS .;'ACRE)
. 0 TON- OF OIDLOMITTC LIME (' TON S/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
TALI_ :=jtif'Fj^:,CE ;I1n01_0 "F IN T,A1".L FD ^lOR TO SEEDING. SHAPE
AL, c)I;;TIJ; Est ,�.t:t:� [(�•ME-0TAT cLY AFTER FA TH MOVING I COMPt"ETED.
AI"'f Y I_ THE ,AND FI:7 il_ i %r ^ Ti;I'N 0 i SK TO ;JnFnARE A 3 TO 4 INCH
. i�1(lI'�Tfi i FDt.'.ED �r)rL Y 'fir[) :',!`.iri I.-;h1 �c ZDE•k. W: TH
:'.t`lf_i '- t',tfrc' ...JI TH A N01_CH
+
•'�, .� i T ;! 11•�; '� 70 'T':L'L 'I111 AN
j I t t_' , I •f 1 i C ;'f + I t 1 l i ? .. i + �, r:. 1 %t M F N] n

U. S. Department of Agr lture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR A*SS
Landowner County e '
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam,__,o _Ft. Length of Flood Pool -2/0 Ft.
Date of Field Hazard Investigationf-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
.
: Est. Elev. :Lst.
Elevation
:
Kind of
:Improvements:
of Breach
Reach: -Length: Width: Slope:
Land Use
Improvements
Above :Floodwater Above
Flood Plain:
Flood Plain
Ft. Ft.
Ft.
Ft.
:
Grp/.v..��
2 -:
3
Describe potential for loss of life and damage to existing or probable future downstream
Improvements from a sudden breach /V o .0 -.Ar-
Hazard Classification of Dam a b, c) (see NEM-Fart 520-.2I)
Zam-Classification & II, III, IV, V)
By
name
e
Date -7 i-!¢
Concurred By � �"��` 6:7 . Date -
name title
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTUR
A+'• S-70 SOIL CONSERVATION SERVIC
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME h'F /T/'/ NZ a DISTRICT o ji1 8d s
DATE - f - 1 4- _ COUNTY l' D L u 5_
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIG_rIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Appm:. sole 1" s feet
L.oCgfe reerenCr point in unto' line of dam and ldanh/y an skefdh
i
CA ILL.0
i1
1I
_11
I
II
1
'HOW
DEPTH
SCALE
5a I s& _ �3 HORIINc N��R AND PPAFaX
Maki and fist dam-stte and sollhray bortnOs Brie - afro and bor+ow Ate bor wI: - srmarate wtnl wrni a! red Unit.
(Cart:Zed an bad arkenr neatuarV) Show sealer tabdo e[rcvt(ona aw dam -sift bartna&
1 1
2 11
3 1I
4 I
5
6
7
8
9
10
11
12 13
14
IS
lei117
IS
19
20
21
22
2r
/u
1
u1
m
I
-Z-
I
G
6G
Z.
eC
w7s
IM
I
I
3-4-
All
I
e-
j C
d-_r
S,-711
ll
Isra
Isa
rh J1
I.
I
1i
1
1
i
t
`G Iil
Lf O
?
r'
-E
P
P
I
I
I
llI
.12.0t /Z Z,Spd//L C 6 S O S o ,2 V L) $.vw•�.v�� Ar
BORINGS %LADE BY �'' ds � "`l "7-� 3 S SIGNATURE & T ME

Operator:Circle E Farms County: Columbus
Distance to nearest residence (other than owner):
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
head (finishing only)
0 sows (farrow to wean)
3200 head (wean to feeder)
Describe other :
Date: 10/11/95
>1500 feet
x 1417
lbs. =
0
lbs
x 522
lbs. -
0
lbs
x 135
lbs. =
0
lbs
x 433
lbs. =
0
lbs
x 30
lbs. =
96000
lbs
0
Total Average Live Weight = 96000 lbs
2. MINIMUM -REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = I CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
V o 5L 0])6,E 5-7--t Adl AC-qve-sTZ-:-D
Inside top length (feet)--------------------- 135.0
Inside top width (feet)----------------------- 200.0
Top of dike elevation (feet)----------------- 50.3
Bottom of lagoon elevation (feet)------------ 40.3
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 129.0 194.0 9.0
AREA OF TOP
LENGTH * WIDTH =
129.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH =
75.0 140.0
25026 (AREA OF TOP)
10500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
102.0 167.0 68136 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
25026.0 68136.0 10500.0 1.5
Total Designed Volume Available = 155493 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
.135.0 200.0 27000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 27000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used 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 = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15750.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5C.
15750
cubic
feet
5D.
16875
cubic
feet
TOTAL 56069 cubic feet
6. SUMMARY
Temporary storage period=====_______________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.5
Freeboard====_______________________________>
1.0
Side slopes=====____________________________>
3.0
Inside top length==_________________________>
135.0
Inside top width====________________________>
200.0
Top of dike elevation=====__________ -------- >
50.3
Bottom of lagoon elevation__________________>
40.3
Total required volume==_____________________>
152069
Actual design volume=====_____=_____________>
155493
Seasonal high watertable elevation (SHWT)===>
46.5
Stop pumping elev.__________________________>
46.8
Must be > or = to the SHWT elev.==== _____>
46.5
Must be > or = to min. req. treatment el.=>
46.3
Required minimum treatment volume=== ------ =_>
96000
Volume at stop pumping elevation=====_______>
98797
Start pumping elev.________________-________>
48.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
138618
Volume at start pumping elevation=====______>
138445
Required volume to be pumped=====___________>
39194
Actual volume planned to be pumped=====_____>
39649
Min. thickness of soil liner when required==>
1.5
days
inches
inches
feet
1
f eet
f eet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
f eet
cu. ft.
cu. ft.
f eet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
*

7. DESIGNED BY:
DATE:
NOTE: S
COMMENT
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsv.�.,—
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator{rocks}
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
30.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
10.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10--10-10 FERTILIZER (1000 LBS. /ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SOUS & SITE EVALU ION
-
Opexation: a._/!✓UD /ir�r��Sr7�i��
State Road # %�
Date: �1- z5
County:
Distance to nearest residence: d ,
Number of homes within half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
* Seasonal xxgn Water Table
Borings made by:
signature & Title: -eF��

U. S. Uepartzaen.; a. ,ice . -
Sail Conservation Service September 1980
' File Code: Z10
HAZARD CLASSIFICATION DATA SHEET FOR DO= Lq6_-o W5
Landowner Coriarty i�
Community or Group -'No_- Con' arva- iorr'Plan No.
Estimated Depth of Water to Top. of Dam Z9 Ft.- Length of Flood Pool c7OO Ft.
Date of Field Hard Investigation -
Evaluation by reach of flood plain downstremp to the point of estimated minor effect
from sudden data failure.
L t- - El ev . t. I I evati cn
. ' Kind of :improvements: of Breach
Reach: Length: Width: Slope: Land Else Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
2 _
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach. w
h, T ti;'� �t't- e Lass o ,`Ln z
Hazard Classification of DaMij b,
Dam Classification (I, II, III, I�,
By
name
e
c) (see NEM-Part 520.21)
V)
Concurred By—
name- ' title)
NOir: 1_ Instrsetions on reverse side.
2. Attach additional sheets as needed.
Date
Date /

4i
OQ
C1'o
FILL PAD
DIKE l0 0 3 CY
0 q5
+ 10o/ Cfa c/
TYPICAL X-SECTION
SCE NOTE 3
SEC NOTE. 2
u
A ' NOTES, .
TOTAL: r� CY 1) ALL WEAK MATERIAL TO DE QVERCUT
AND DACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL,/
DEPTH. LINER FOR THIS LAGOON TO Of
COMPUTATIONS OY:
2} PIKE BEHIND DLDGS TO RE MIN. O.�`.
HIGHER THAN OTHER PLAHj�ED ELEV..
3) WALK AND LOADING AREA TO BE BUILT IS ABOVE LOW
END PADS. BUILD G' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO DI.DGS OFFORE EQUIP MOVES OUT (WORK. TO OE
COORDINAII-D W/ I3L.1)(; CUNIRAC IORS).
TOM ELEV. 50,000
NAIL IN.w_.�y____-- ----
ut
Ifet

Operator:Circle E Farms County:
Columbus
Date:
10/11/95
Distance to nearest residence (other
than owner):
>1500
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
O
lbs
0 sows (farrow to feeder) _
x
522
lbs. =
0
lbs
head (finishing only)
x
135
lbs. -
0
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
3200 head (wean to feeder)
x
30
lbs. =
96000
lbs
Describe other :
0
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 135.0
Inside top width (feet) ----------------------- 200.0
Top of dike elevation (feet)----------------- 50.3
Bottom of lagoon elevation (feet)------------ 40.3
Freeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon)------------------- 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 129.0 194.0 9.0
AREA OF.TOP
LENGTH * WIDTH =
129.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH
75.0 140.0
25026 (AREA OF TOP)
10500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
102.0 167.0 68136 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP +,(4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25026.0 68136.0 10500.0 1.5
;.Total Designed Volume Available = 3.55493 cu.-FT.

Operator:KEITH ENZOR County: COLUMBUS
Date:
09/06/94
Distance to nearest residence (other
than owner):
900.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
0 head (finishing only)
x 135
lbs.
0
lbs
0 sows (farrow to wean)
x 433
lbs. -
0
lbs
3552'head (wean to feeder)
x .30
lbs. -
106560
lbs
Describe other
0
Total
Average Live Weig t =
106560
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 106560 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION AIo7— ccw W7ED 44- OYJKE9ls A 1orw-
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) -----------------
of dike elevation (f eet) -----------------
Bottom of lagoon elevation (f eet)------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using, prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 279.0
AREA -OF TOP
LENGTH * WIDTH =
279.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH =
225.0 50.0
285.0
110.0
55.5
45.5
1.0
3.0 1
WIDTH DEPTH
104.0 9.0
29016 (AREA OF TOP)
11250 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
252.0 77.0 77616 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
29016.0 77616.0 11250.0 1.
7Tota1`Deszgned-Volume Available = 176823 CU. FT.

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
285.0 110.0 31350.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31350.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in. gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculz
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallor
per CY
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amour
180 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 18287.5 cubic feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
.135.0 200.0 27000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 27000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used 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 = 0.0 gallons/day * 130 daysy storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15750.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5-inches / 12 inches per foot * DA
Volume = 16875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5C.
15750
cubic
feet
5D.
16875
cubic
feet
TOTAL 56069 cubic feet
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
1.0
feet
Side slopes======___=______________________>
3.0
. 1"
Inside top length=_________________________>
135.0
feet
Inside top width__ ___ __________________ __>
200.0
feet
Top of dike elevation==-====_=______________>
50.3
feet
Bottom of lagoon elevation-=================>
40.3
feet
Total required volume========-=========_ = =>
152069
cu. ft.
Actual design volume========================>
155493
cu. ft.
Seasonal high watertable elevation (SHWT)===>
46.5
feet
Stop pumping elev. ______ _____________ __-___>
46.8
feet
Must be > or = to the SHWT elev.==========>
46.5
feet
Must be > or = to min. req. treatment el.=>
46.3
feet
Required minimum treatment volume== -------- _>
96000
cu. ft.
Volume at stop pumping elevation============>
98797
cu. ft.
Start pumping elev.==________________=______>
48.6
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
138618
cu. ft.
Volume at start pumping elevation===========>
138445
cu. ft.
Required volume to be pumped================>
39194
cu. ft.
Actual volume planned to be pumped==========>
39649
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet

7. DESIGNED BY:
DATE:
NOTE: S
COMMENT
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, coAUcLi
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

C'Uc:1A,J�
]ENMRGE ►N CY ACTION PLAN
F HaNZI U'PIS
I)WO ` /0 39S 35co -
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• SwCi7 �l,'� 1�5�,1 a3`�8
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oven c=0z, Cr ice:= - cf sinz. Y Ct-, S:.CLd act'. a?. EL: Szzlzke orle=.-e
ycL; prLce: --Z t7 ccn-v.dr: L:_4 yc,rive a p,-c b i e= Yac: SaioLd m?—Tce evcf ceOr= to east -
r f this dces act zp =e7— i �*�ti��.',,, 0-L:, ire Q 2MV& ih m == ib je location for 7-77 Z1!Cy= it t1he
i f i:;e fbUcc i::g are same c..0ca iie.TS fCLr should mke.
Depn&z or: the sismic , this may or =y not be passniIe
:C_E;ts-'Cd :.zS7pc%SzS to sc-me csZI-Cie irob1ta:S Lre IlTzetl bell -ow.
,A Lagcc i cLaez-ow-pcs:--c!e SC:4:iCrz a-
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c. L:c r;crzt= vi Serb
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F. L=;'c=-Ze f—cm. cr S:,�Z-x-ZT G'C la_ocra. Gam:_.. th."S is Set_age as opposed to Ec';; ng
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b-=k to Icon.
b. L ac ies a-- ca:.isti by bu= YAnz ZI,knaFs. L-4 or renove a::i:=Js and S holes �.d
c:: r::: t.= FAT= a ct♦. y s o 1.
c. Have a Pro:es_;cra_T evF_!u_:e the cnr:c An AN side trams and iz-Scen batom as soar.
�4 .:.I,.
2. OF:He S L ter.:i not, any cbvicus d=,a=.
D' Yn a:2 r '.ter. ay SUIS ce ride+'.. s?
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C. .=- t-==--fie rot si_h as e.mplavee Qvy, O5«US Or proper _- C2. own?
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e. Dc�- &_e �; ui ave t:e pctzz� l to :ea.::h
f CCU:c B. 1L 7e rz:.:_ .t=* COSe IJ a S-,I to =Ch S•41'kt
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c. L�-.:c: �L �te c:: =__. Icy H —Tth De:.a=rner._
L Cc =_ C=S, prac-.= Icy S,)WCD ozcr Paaze t=l-=
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ton; Ili ZZk ±Zi pe_OCZ L_ ccnt== LLB grope: a j&& for yat:.

S. Ccrit-- tic cc=- .-*ter ofyctx cbcicc to berg r ra r ofpmblc= to
FILL IAJ'
b. Cate-.-tcrs
c.
b. Puaac: 131C 24(, o 1550 7-20 3
7. pmc-�,�s as a,?vis,- by D WQ asest=m c- az= cs to ref r`e
r.a s, rc,=Ir the ss. are' r=--z= tbz- :r plan to k--p pros w
rc��se cf ,.mst= fan i2rg ate;

SHEET 1 OF 2
:OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
18o days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour'storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will 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 outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order 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 traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:.
1. It is strongly recommended that the treatment lagoon 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 precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
f
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.6 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.8 . This temporary
storage; less 25 yr- 24 hr storm, contains 39194 cubic feet or
293170.gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. 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.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200'feet of a
residence or within 100 feet of a well. waste shall be applied in a
manner not to reach other property and public right-of-ways. .
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants 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.

;;1'�17t'1�k�t1Y• n'�:tll;l�l.'lllt:ll( Methods
(Cliec : %V11,10 iilcillod(s) are bk:iii-, impICIr11:I)1CrI)
J Burial three rect Imicatil tilt surface or theground within 24 liours after
i:llmled,n or the death. The burial must be at least 300 rect from alit/ nowill1,
sircarll or public body or water.
Rendering at a readcriilg platy licensed under G.S. 1 OG-163.7
❑ Complete ulcincralioll
❑ m Zile case or rlc:lri 1poultry oniv, ill.lcing in a dispogal flit or a size and-desi-ii
approvcd by the Deparulielit orflgriculture
0 MY methud which in (lie professiuna1 opinion or the State Veterinarian would
111Ac possible the salvage or part or a [lead animal's Value without endangering
human or ai ini.-Il health. (Written approval or the Statc Vcte inai'ian must be
attached)
''Insect Contl•ol Checklist for An lnal 0pcl•a[10115
Sunrrc
r:nnst:
..�. ,...,.... ...........
111111�s t1t C111•ol lirscs ilt: Spedfit. IIrncilccs
�net
U1111iil Systcrels
Flnsll r1111crs
Accimiodwion ursolids
rJ f lush syslt:111 is designed i11111 opurilml
suriidClilly to rcrlint; ilct:111n111,11l solids from
glincrs its tic3181md.
Cl ltuillave InilIgIiil; oNccntlluliiled solids ill
tllsr,ll+�r�t3
I.Iiurluus inul Viis
C111slcd 9kPIIll Y
Ini;onns, willing busilrs uml Nils AvIlau
hest brut:tliot; is rililniroii to iiiiliinlicc ilit.
cr+Isiinl; orsolids In it dep111 ofoo muru Ilinu G -
It inches over more Ili,oi JII% orsurrinx:.
rl r,ccssi►',: VCI;,:lalivt
DculyiiiU vego'lliori
Ivluimain vugulalivu control almig Inmks of
t;lolYill
iat;oons and whcr iult immloicnis to int:veiil
accimmiiitioll urtiecaying vi:na.itive oi.,mer
idonf; waicr's a fte oil imimmitlmoWs iicrimeler.

I
SWino Farm Miste Managoniant"odor Con(rol Chaddist
Snrn•rc Cnusc Ilflll's to 1111ulu,l.c Il,lru• :gilt: Slrcclflc I'nreliirs
l arnt�l,ml� Olviue plullllctioll or woolle1 buffers; _ — --
�i�ICcrnumeollcdbesl nt�tinaLeulcnl lo'aGiccs; .
�Cionli�utlgmcnl an1l Co11 mon scoso
Animal Irony siltGtces hilly 111iH111IC-COmed 11111111--1I5 ,iYl)I'y Iloors
I'lunrmil raccs . WO lomnllo-comell 1i11u1's- - '1r;ilulhCll hums;
Willer cis Ir,celetl over slollcrl floors;
CI Feeders III high eml orsullll floors;
,PY SCra11C 111a11111c Uuiklul) tram (fools;
C,I Un11c1f oor venlifalion for drying
M;111131c coliecli,nl I,ils • Mine; CI Ficillicill 1111111111C 1C111ovall by flush, llil 1Cchurl;L, ,
• 11a1liill nliciol►ial tleconlptlsilioll or scwlm;
11 uIldellloor venlil11hh111
VVII61.11ioll Cahao>,t fans • V+111161c wises; A'_r 1 1n11II-AlI c111111ec;
Dust r[%F�1il'licieol airumvenelh
lu,lool sulGrics Dust ram' Washtiom, humccn woulls oraninluls;
Cl Feed nthlilivus;
Cl Puetler covers;
CI Fcetl delivery rlotv11spooi coumiers In feCrler
Covers
Flush 11mks A Lilalimi of tecyclel lagoon n 1-111sh Inok covers;
1111111c1 while lacks lira filling Cl UWend G11 fides to lieurllallom or Milks with
1n111-silthoa vcnls
1:111ah aneps Agilaliolt fluting wasimmer 1-1 U1111e111101- 1111s11 Willi 111HIC111nnr VC11111a1111111
cnnvcyuucu
I'il iccilmat: poillis • Agitation nrrceycleti iagnorl fa ISKIC1111 ludlarge lilies to ocur bullu111 ol•llils
61111111 while phs IIrC lillinl; with onli-sillhltll vents
rill slalinus0 Agilalioil thnhlg s1n111,1unk 0 Sump hunk coves
filling toill drawdolvrl
noisitia drain conelainn • Agllalion fluting wits1cwticr U Box cowls
or jimcdoll fluxes ' couvt:ynocu
ANIOC: - (• immller 11,1996, lluga ]

�Suur•ce. CrltIle IIMI's In A"11111n1ize I)dur- idle Sped fic l'r•a0Ices
End of ilmiopipes ul Agilnitlnl Ilming %viislew filer /fr INICnti Ilischuge lrahil ofpipes underlicalli
lugnvn cailveynilce lagoon A(luld Icvcl
1.11gootl Sin faces - Vvtulflc gas cil lissiulls; i'nrper lagoon lillltid cap;lchy;
• Ilitlioglcai 111101lg;-PrCorrccl lagoon sfatllip proccllures;
• Agfllllfulr - M111ln111111 stirflco IIIca-fn-vullllllo mill);
: Mininllun ngilallon tvhcn,llulllping;
Cl NICC11t1111cal acralloll;
1-1 Proven lliologicill 111h1illves
lirigatiun spriul.ler
I ligh pressnit: agilalioll;
lIIlg;lttl fin dry days Mill Milo or fin wind;
ntlzYtt 5
. wind drill '
N111111imm recommended uperaling pressure;
.,Er
Punlp hilak-c ncor Ulguun hydii surface;
Cl
1'l,rilll frarll Secoull-slagc lilgooll
Sim.il;u rnik fir Irishi
0I'sutial Itlicruill;ll ticclimposiliull;
U
Ilollum urmidlcvet IuatlinL';
sill facc
tvlixtug lvbill: tilling;
f
'funk covers;
• Agilallon wlicil emplylllg
a
misill sitrrne mats of suiids.,
CI Provcu bioingicvl udtliiives nr oxidanls
Scllliul; firkin sill hKe • l'arliul rlli'; mlli;ll deconlpusiliull; CI tixlcnd drainpipe nullcls nndcrncnlh liriniti
• Mixing while filling; level;
•
Agiiulhril when emplyfng
CI
Itcillove scllled solids regillcirly
Mantire, slurry or shidge •
Agilutiun Mica sprendbig;
CI
Sail fnjcelinn of slnrrylsludgcs;
spicuder omlos .
Vulalilc Cas Clnissions
Cl
MIS11'residual luamile frnln splcadur rifler usc;
CI
Provell biological addilives or nxidams
011coverell nlilnllrc,
VUlinile ails CrIllssialls 10010
CI
SUIT Injcution of stitilylsimiges
sillily orslollgefill ficld
drying
0
SuilIncurporitlionlvidlhl'IIIIII.S.;
sin faces
CI
Spread ill Illill nllifurnl layers fur rapid dryhll;;
rl
Novell bialogieul nddilivcs or uxidanis
I}cad animals •
Claim decullipo51111m
_
f'r11pL`i'tlispusiliuil of t urc;isscs
�Ikatl uainrll disllmul
Carcass decuuipusidou
CI
Cultllll4lc com'11% of C111cnsscs ill llurial Ails;
11115
f'I
i'rttper Iocnlimitconshimllon nl lispimil phs
111611cl illol S • Iltcomplule Collillmlitnl • (A Scatillialy slild. lillillcis
AlvIOC - Nuumber 11, 1996, I'alllr I

Sunrcr Cause HAWS, In Ali11i1111a 011111• Silt: Sl dlic III-arlicrs
Slwulini; %voler aluund • Improper dwim11;c; - Grad-c allcl Ialulscapt: such 111III svaler,lrains --
lilcilirics Micrnblai tlecuulposilioll of away !i•nn facililies
urg;Iislc mnllcr '
hlumue Iruckcd unlu • 1'0011y Inalulailmd access roads F;nnl access load rnaiulenancu
public rua+ls fiunl Grr115 '
uCcess
Arl+lilinnal lninrmalinit : Avallable I-mm ;
Swine hhmarc Mmagemelrl ; 0200 Itnle/IIMP Pack -el NCSI1, C:unl,ry iixlensiun Cenler
Shine Prnllucliun I urm Pulentlal Odur5uurccs and Itcnlcdles ; I'MAli Facl Sllcci NCSU - hAlt
Swim; Pru+hlctiun FuMly Mimma M:mnl;clncltl: I'll Iteclinrge - I-IlLnun •1.lcuimcnl ; 1-DA11 120-89 NCSI1 - IIAIi
S1viIIe 1'1rn11lriiurl Fuciiily M;mmu Mumll,enlcnl: Untlerlionr Flush - Impon Trcatlntcrll ; FIIA1! 129-08 T10511 - 11A1i
1,11p1 n Desil,n and hL•mnl,emcm for Livestock MaunreTreutmenl and Slornl,e ; IiIIAH 1113-113 hICS1J - IIAIi
Calilaraliun fir Muuuru 111111 Waslesvaler Applicnlion Iitluilrn+vnl ; U11AFs Facl Sheet NCtii1- IIA1i
Cunnullinl; 0111s13 ftonl Swi+Ie Ilu1111ings ; I'll 1.33 NCSt1 - S1virlc EXICIISIo 1
I:uvironu mal Assnrunce 11mvilm ; NI'1'C Manual NC i'tllk 1'rullucen Asstic
Clilliuns hir hlunui,ing Now ; if rclum rrvm rtla Ssvine Odur'rusk P(Irca NCSU A girl CI1IIIIIIIIIIICILIInnS
Nuisunca Cnncurns in Artinud Mtmllrc Managclltcnl: Odulrs 111111 Flies ; ITO1(17. 1995 Conference 1'ruccctliuSs hlnrida (my1l rltlivu 1ixlcnslnu
• :Y
AMl I(: • 1lrrvctnirl r i I. l9M. hire 3

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the -system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will 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 outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order 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 traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon 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 precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 53.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 44310 cubic feet or
331440 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the emb-ankment and areas adjacent to the
lagoon mowed annually. 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.
7. All surface. runoff is to be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants 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.

SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the -lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthf ill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are. suitable, excavated materials can be used as fill. The fill -
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness.when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
-------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable' material are encountered, they will be over-,
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow"area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and'
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the -discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA/ BAH•IA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH-15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES:'APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40.0 LES. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS.-OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE, DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE. SERVICE
---------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL I�NFFOO�RMATION
NAM£--===_---�"--�----____-
---------------------------
TELEPHONE-f�= -------
��� �.!
LOCATION---------- .1 -
_ -----
SIZE OPERATION- ZIFt =__
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER-1-4DL
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO- r
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL STREAM? YES-- ✓ NO- ✓ -
If no, site must be relocated
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO -
If yes, landowner should consult with local zoning board
about required permits.-- Permits must be obtained prior to
design approval.
(Copies of maps or other reference materials may be
attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO-`—
If yes, producer must complete a Form AD-1026.
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRV£YOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES---- NO ----
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IFWETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY -OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS�AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL_
MANAGEMENT.
(A copy of AD-1026 and CPA-.026 should be attached to
site evaluation.)

OTHER ENVIRONMENTAL FACTORS
ARE ENDANGERED AND/OR THREATENED SPECIES
PRESENT? YES---- NO---
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO -
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO 4---
ARE THERE PRIME, UNIQUE, OR LOCALLY IMPORTANT FARMLAND
IN THE OPERATING UNIT? YES---- NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO --
If yes to -any of these questions, complete form NC-CPA-1.6
and attach to site evaluation.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER �,........
........PREDOMINANT WIND DIRECTION? YES---- NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM I CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES- ✓ NO----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST lf2 OF THE.
CAPACITY? YES----✓ NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO ----
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES--&--- NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO -----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach soil investigation sheet to site evaluation.)
SOIL INVESTIGATION ---VALID
ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE
ONLY SOIL INVESTIGATION SHEET
ONSITE?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to
YES--;�7--- NO ------
YES---7- NO ------
YES------ NO -------
QUESTIONABLE--------
YES-----=
site evaluation.)

SITE APPROVED YES----- NO------ CONDITIONAL -------
COMMENTS--------------------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE- ��`" `=�==� G ='G ------ DATE-5: � -F' -

LAGOO11 DESIGN CHECK LIST `
�1a 1.
Copy
of 026 and supporting maps included if clearing involved.
(including
access roads and waste application system sites)
of,.2.
Dam
Safety Exclusion _
r a.
Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
3.
Storage
Volumes
✓a .
designed volume exceeds needs
✓b.
all temporary storage is designed above the seasonable high
water table.
1.1�c.
minimum of 6 feet treatment volume depth available
vd.
no sludge storage statement included if landowner so requests
4.
operation
& Maintenance Plan (sheet included) _
,ra..
begin and end pump -out elevations shown
5.
Location
Sketch (included)
--a.
distance and direction to nearest residence shown
mob.
road numbers shown
✓c.
north arrow shown
6.
Hazard Classification Sheet (NC-ENG-34 included)
,tea.
distance to nearest stream in event of dike failure shown
b.
distance to nearest public road in event .of failure shown
..d.
topo map of area to support a & b above included
7.
Waste Utilization Plan (included)
�.
all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
-b.
signatures of producer & person preparing plan
c.
pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc..if needed
legible ASCS maps of. effluent disposal fields included
-tr.
legible soil survey.sheets showing all effluent disposal
fields included
-f
suitability of soils for -crops planned assured
�q.
attachment "B" on sampling procedure included
B.
Soil Investigation Sheet (SCS-ENG-538 included)
a.
minimum of three borings on Class IV & V lagoons,
b.
borings 2.01 below designed bottom of lagoon
--&'.
location & elevation of borings in relation to grid survey
,d.
seasonal high water table at highest elevation
fe.
borrow area location shown

TABLE OF CONTENTS
VicinityMap.............................................................. I
ASCSField Map............................................................ 2
SoilsMap................................................................... 3
Soil Investigation Worksheet ...................... 4
Waste Treatment Plan 5
Waste Utilization Plan ....................................................... 6
Operation and Maintenance Plan .............................................. 7
Construction Specifications for Lagoon ....................................... 8
Seeding PIan (Farm Site) .................................................... 9
Computer Drawing of Existing Ground ....................................... 10
Existing Elevations ........................................................... 11
Lagoon Cross Section Diagram ....................... 12
Computer Drawing of Proposed Lagoon & Building Pad ....................... 13
SiteBalance Report......................................................... 14
Computer Drawing - All Data -Proposed ....................................... 15
Computer Drawing -Contour Lines . ......... .... 16
_ Computer Drawing -Sloping Lines ............................................. 17
Computer Drawing -Blow-up of Lagoon Corner ................... 18
Building Pad Elevations...................................................... 19
Computer Cross Section -Existing_ -Proposed -Balanced ......................... 20
Facility Overlaid on Existing Topo Map ................ ..................... '. 21

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BORINCS MADE BY SIGNATURE & Trnxc---

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL
JJ I_NFFOO�RMATION
NAME-K-----
------------------------
TELEPHONE--G��>-------
LOCATION
-' -- ----
SIZE OPERATION�r'=�_ -----
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER-J�Gnf
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO- r
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL STREAM? YES-- ✓ NO ----
If no, site must be relocated
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO -
If yes, landowner should consult with local zoning board
about required permits.. _.Permits must be obtained prior to
design approval.
(Copies of maps or other reference materials may be
attached to site evaluation.)
WETLANDS
WILL SIT£ INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO ----
If yes, producer must complete a Form AD-1026.
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRV£YOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES---- NO----
WILLACTION RESULT IN SWAMPBUSTING? YES---- NO ----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY -OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS, -AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD--1026 and CPA-026 should be attached to
site evaluation.)

OTHER ENVIRONMENTAL FACTORS '
ARE ENDANGERED AND/OR THREATENED SPECIES
PRESENT? YES---- No ----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO -
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO- v
ARE THERE PRIME, UNIQUE, OR LOCALLY IMPORTANT FARMLANDS
IN THE OPERATING UNIT? YES---- NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO--`�
If yes to,any of these questions, complete form NC-CPA-1.6
and attach to site evaluation.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER ..........
........PREDOMINANT WIND DIRECTION? YES----. NO----
........ POSSIBLE.EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO vel
3 CU. FT./LB. OF ANIMAL? YES--- NO-----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1J2 OF THE
CAPACITY? YES---- NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION._ OF WASTE? YES---- NO ----
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES--"-'- NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IFLAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND,
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach soil investigation sheet to site evaluation.)
SOIL INVESTIGATION - VALID ONLY
ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
SOIL INVESTIGATION SHEET
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet
;✓
YES---7-- NO ------
YES---7- NO_ -----
YES------ NO------
QUESTIONABLE--------
YES------ NO--;-"- --
to site evaluation.)

SITE APPROVED YES----- NO------- CONDITIONAL --------
COMMENTS------ ----------------------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION Off' LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE- �" =_=�= ------ DATE-S:::�=-� -

` LAGOON DESIGN CHECK LIST
j1F-1. Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
aF- 2. Dam Safety Exclusion
r a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
-3. Storage volumes
✓a., designed volume exceeds,needs
✓b. all temporary storage is designed above the seasonable high
water table.
WIC. minimum of 6 feet treatment volume depth available
mod. no sludge storage statement included if landowner so requests
4. Operation & Maintenance plan (sheet included).
,,a. begin and end pump -out elevations shown
5. Location Sketch (included)
.tea. distance and direction to nearest residence shown
t,.b. road numbers shown
✓c. north arrow shown
6. Hazard Classification Sheet (NC-ENG-34 included)
,4. distance to nearest stream in event of dike failure shown
b.- distance to nearest public road in event of failure shown
„d. topo map of area to support a & b above included
7. Waste Utilization Plan (included)
tea. all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
-b. signatures of producer & person preparing .plan
C. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc..if needed
�. legible ASCS maps of effluent disposal fields included
-16'. legible soil survey.sheets showing all effluent disposal
fields included
- suitability of soils for crops planned assured
attachment "S" on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG-538 included)
a. minimum of three borings on Class IV & V lagoons
b. borings 2.0' below designed bottom of lagoon
`c�. location & elevation of borings in relation to grid survey
/d. seasonal high water table at highest elevation
/e. borrow area location shown

TABLE OF CONTENTS
VicinityMap.............................................................. x
ASCSField Map............................................................. 2
SoilsMap................................................................... 3
Soil Investigation Worksheet _ .................... . . 4
Waste Treatment Plan 5
Waste Utilization Plan 6
Operationand Maintenance Plan ............................................. 7
Construction Specifications for Lagoon ... 8
Seeding Plan (Farm Site) .................................................... 9
Computer Drawing of Existing Ground ....................................... 10
Existing Elevations........................................................... 11
Lagoon Cross Section Diagram ................................................ 12
Computer Drawing of Proposed Lagoon & Building Pad ................. 13
SiteBalance Report ....................................................... 14
Computer Drawing -Ail Data -Proposed ...................................... 15
Computer Drawing Contour Lines . ........................ . ............... 16
Computer Drawing -Sloping Lines ........................................... 17
Computer Drawing -Blow-up of Lagoon Corner ............................ 18
Building Pad Elevations..................................................... 19
Computer Cross Section -Existing, -Proposed -Balanced ......................... 20
Facility Overlaid on Existing Topo Map ............... ...................... 21

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TYPES OF MATERIAL ENCOUNTEnED IN li(Tl2lNt:S
(Else one of systems beiovr)
UNIFIED CLA5SIFIC'ATIO , USIA CLASSIFICATION
GW-Well graded gravels; gravrl, sand mix
R- gravel
GP -Poorly graded Rravcls
s - Sand
GM -Silly Rravelc: gravel•eand-silt mix
v(,-vr.ry fine nand
GC -Clayey gravels; Rravei-r-and-clay mix
sl-sandy lnam '
SW-WeII graded sands; send-grsvelmix
fsI - fine sandy loam
SP -Poorly graded sands
I - loam
SM-Silty sand
gI- gravelly loom
SC -Clayey sands; sand-cisy mlxture.a
si-silt '
ML - Silts; silty. v. fine sands; sandy or clayey silt
sil - silt loam
CL-Clays of low to medium plasticity
cl-clay loom
CH -Inorganic clays of high plasticity
sicl-silty clay lnam
MH- Elastic silts
SO -sandy clay loam
OL-Organic silts and silty Clays, low plasticity
sic -silty cI■y
OH -Organic clays. medium to hiRh plasticity
c-clay
1. Suitable maLeriaF for embank ent i-4available yea ONO Yk.+rr e�
/�►nr .rd.) ,
REMARKS:
2 Ezplaia hasardm requirinrr special attentina in drr,irn rS.�ve. arc.)
KCp's'S'ir� Lr�a��•— �� 8 � �La-.J �rJ c� �f�

• 'SCS-ENG-SU U. S. DEPARTMENT OF AGRICULTURE
A.. 5,70 SOIL CONSERVATION SERVICE
inn 1NVFSTirAT1ON Tn DETERMINE SUITABILITY OF PROPOSED POND SITE
w•�
FARkER-S NAME'
DATE COUNTY
PHOTO • WORK
CROPLAND
SKMCH OF ROPOSED POND SHOWING WHERE BORINGS
point fity
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Operator:KEITH ENZOR County: COLUMBUS
Date:
09/06/94
Distance to nearest residence (other than owner):
900.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x 522
lbs. _.
0
lbs
0 head (finishing only)
x 135
lbs. =
0
lbs
0 sows (farrow to wean)
x 433
lbs. =
0
lbs
3552 head (wean to feeder)
x 30
lbs. =
106560
lbs
Describe other
0
Total
Average Live Weight =
106560
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 106560 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume (CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION AforCCWAIMP A—, 4ViWff?5 ,W v gT
Volume = 0.0 cubic feet
a.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 285.0
Inside top width (feet)----------------------- 110.0
Top of dike elevation (feet) --------------- - 55.5
Bottom of lagoon elevation (feet)------------ 45.5
Freeboard (feet) ---------- ------------- ------- 1.0
Side slopes (inside lagoon)------------------- 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 279.0 104.0 9.0
AREA OF TOP
LENGTH * WIDTH =
279.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH =
225.0 50.0
29016 (AREA OF TOP)
11250 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH x WIDTH * 4
252.0 77.0 77616 (AREA OF MIDSECTION * 4)
CU. FT. = XAREA TOP + (4*AREA MIDSECTION) } AREA BOTTOMO * DEPTH/E
29016.0 77616.0 11250.0 1.
Total Designed Volume Available = 176823 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * width =
285.0 110.0 31350.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31350.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. P_LW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircula
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amoun
180 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 18287.5 cubic feet

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the. location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will 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 outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order 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 traveling gun irrigation. Care should be
taken when applying waste to -prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon 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 precharg ing is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 53.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.8 . This temporary
storage, less 25 yr-- 24 hr storm, contains 44310 cubic feet or
331440 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to -apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
5. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants 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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the -plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
-6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
'equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the- required
excavations. Construction of --fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height .and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. Theheightis def fined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the sail is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as -necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the -discharge of waste outlet
pipes. This can be done by using some type of energy diss ipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall -be constructed under the embankment area when
shown on a typical cross section in the plans. The f inal depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications.. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER,30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10--10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE,
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

4entation: -45. 0 Z Magnification: 64.4 Inclination: 20.9
OREM
,ower Left
3D Mush Surface
Existing
Project: KEITH ENZOR
Drawing: 3552 NUR REV
Number'
Location:
Bid Data:
Engineer:
Owner.*
Eatimator:
Prepared bW: using Sitework
a
OD Mash Surface

.00
iggter
Plot or all data for the surface:
Existing
Project: KEITH ENZOR
Drawing: 3662 NUR REV
Number:
Location:
Did Date:
Enginaar:
Owner:
Estimator:
Prepared bW: using 5itework

cDRr-%Nee t riT D Lba.
F I1�1gt.ti� D F i D O k V--tgU,
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i
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62.00 A
F T
+�+
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+
s
44.001
Lower Left
30 Mesh Surface
Proposed
Project: K51TH ENZOR
Orawing: 3662 NUR REV
Number:
Location:
Bid Oat e:
Engineer:
Owner:
Estimator:
30 Mesh Surface
Prepared bg: using Sitework

Surfaces:
'Proposed
Existing
Tight Volumes Expansion (%)
Cut: 4053.00 0.00
rill: 10992 .98 25.00
Difference:-6939.98 Net Import:
All volumes are in cubic yards.
Expanded Volumes
4053.00 '
13741.23
Grid cell size: 6.01 by 5.97
Original scale: 100.00£t/in
Project: . KEITH ENZOR
Drawing: 3552 NUR REV
Number:
Location:
Bid Date:.
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
9688.23
CUT Kwt- =C7ACVuDi' --tM
4 AD 5, 7DOA LKA6E , rrr-r-,
4-W

Tr
1455. 44 Sam 55. 44 ISSJI�9'6. 4 �r35r�s
'.................. ............. --............ ............................................................... ........... '..... .................
----'
----............................... ..... ... .............. .............................. -..... .............. '—............. -.................
Plot of all data for the surface:
Proposed
Drawing: 3552 NUR REV
Number: '
Bid Date:
^§
iSi.nw
Be
1War

............. ...................................... -....... --............ -............ .............................. —...........................
—~----------------
........... ............................
o
Plot of the contour date for the surface:
Proposed
Drawing: 3562 NUR REV
Bid Date:
,sw
mrimeter

61.@e
g�r:g�tgr
Plot of the sloping lines for the surface:
Proposed
Project: KEITH E14ZOR
Drawing: 3552 NUR REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

[ Plot of all data for the surface: I
j Proposed
Project: KEITH ENZOR
Drawing:. 3552 NUR REV.
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using 5itawark

Be. Be
.am
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q,4 sz.ww
lit ^,�
........................................an
............ .... ...... r-----'----------'----------'--'-----'��ms.�n
.................
4s.
inter
,�� mr

62.00
48.00
4m'wa
Pro sad
^
|
| /
--------'----------------------------~-------
Exis I ting
/
/
/
� .
/
-' -...................................----- ''-'------. - --
- - -- ----- ----- 'r------ -- - '----'------
/ ...
� -^-'-'-'-'-'-'-'-'-'-'-'-'-
�
[ ---_---_\------------ —]---_----][--... ... ........... -'----'_..... ...... _'------_-----------......... -----'—_......................
(ox2.7m)
(e66.24,473.6e)

c h Z VAl
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of
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h�
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y
.I
.
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.. _�: •'� �. . i._F..I � .�...� i _i. ...i .. j_ .,_.i. � p..i .y.. �.. .�. � !! � i 1. '... I � � : ;

F
5D.
Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 19593.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
7.
5A.
26023
cubic
feet
5B.
0
cubic
feet
5C.
18288
cubic
feet
5D.
19594
cubic
feet
TOTAL 63904 cubic feet
Temporary storage period===============_ ===>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall========= --------- >
7.5
inches
1.0
feet
Side slopes=________________________________>
3.0
. 1
Inside -top length===========================>
28,5.0
feet
Inside top width================== ========>
110.0
feet
Top of dike elevation=============== -------- >
55.5
feet
Bottom of lagoon elevation==================>
45.5
feet
Total required volume==_____________________>
170464
cu. ft.
Actual design volume========================>
176823
cu. ft.
Seasonal high watertable elevation (SHWT)===>�
48.0
feet
Stop pumping
51.8
feet
Must be > or = to -the SHWT elev.==========>
48.0
feet
Must be > or = to min. req. treatment el.=>
51.5
feet
Required minimum treatment volume===========>
106560
cu. ft.
Volume at stop pumping elevation============>
106620
cu. ft.
Start pumping elev.=-==_____-_-_____________>
53.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainf all =>
157229
cu. ft.
Volume at start pumping elevation=====___=__>
155702
cu. ft.
Required volume to -be pumped================>
44310
cu. ft.
Actual volume planned to be pumped==========>
49082
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
DESIGNED BY : —A-ZID.-� AIJ_111r APPROVED BY:
DATE: 914494-
DATE: ?- 7- -7
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*

LjtA5.G?_ OAP�`"6�4s
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 21866.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.'
26023
cubic
feet
5B.
0
cubic
feet
5C.
20409
cubic
feet
5D.
21866
cubic
feet
TOTAL 68297 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall=====_=-===____=__>
7.5
inches
Freeboard====================-==============>
1.0
feet
Side
3.0
. 1
Inside top length==== ------ ----------- ======->
294.0
feet w
Inside top width============================>
119.0
feet
Top of dike elevation=======================>
55.5
feet
Bottom of lagoon elevation==================>
4.4.0
feet
Total required volume===___________ _______>
174857
cu. ft.
Actual design volume=====___________________>
973
cu. f-c.
Seasonal high watertable elevation (SHWT)===>
r
48.0
feet
Stop pumping elev.====---=-==-= --------= =->
51.8
feet
Must be_> or = to the SHWT elev.==== __===>
48.0
feet
Must be > or = to min. rea. treatment el.=>
50.0
feet
Required minimum treatment volume===========>
106560
cu. ft.
Volume at stop pumping elevation============>
143638
cu. ft.
Start pumping elev.====----=---------------->
53.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
201107
cu. ft.
Volume at start pumping elevation===-=======>
199236
cu. ft.
Required volume to be pumped================>
46431
cu. ft.
Actual volume planned to be pumped==========>
55599
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
J Es,� K vo C . W L, K —. 15 3��-
`` 176,8z3 ft,•'j -

U. S. Department of Agriculture
Soil' Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DABS
NC-CNG-34
September 1980
File Code: 210
Landowner-�� -- -- _ County
:J
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam G Ft. Length of Flood Pool 2 /o Ft.
Date of Field Hazard Investigation _ —I +-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev.:Est.
Elevation
.
Kind of
:Improvements:
of Breach
Reach: Length: Width:
Slope:
Land Use
Improvements
. Above :Floodwater Above
Flood Plain:
Flood Plain
Ft. Ft.
%
Ft.
Ft.
-
Ada ns
2 -.
r
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach nV C ,u t
Hazard Classification of Dam (j� b, c) (see NEM-Part 520.21)
Lam.•-�
CW—Classification & II, III, IV, V)
By
name
title
Date S—S�
Concurred By L1 o. Date -7 - �q — C1 1'
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

w' QE R_'Qli
CIRCLE E FARMS - GROWER n287
STUART HAYES & KEITH ENZOR
2 ( 1600) WEAN TO FEEDERx
STATE ROAD #1355 - COLUMBUS COUNTY
DIRECTIONS: FROM BLADENBORO , TAKE y TGHWAY # 2 4 z TO CERRO
GORDO. AT CERRO GORDO, TPK-E RIGHT ON HIGHWAY ,7076. IN FAIRBLUFF TURN
LEFT ON HIGHWAY -2904. AFTER APPROXIMATELY 4 MILES TURN RIGHT ON
STATE ROUTE r 1356. TAKE, NEXT RIGHT ON STZ-7- ' ROUTE 1#2355. FARM
WILL BE ON LEFT APPROXIMATELY 1 MILE.
MAILING ADDRESS: SHIPPING ADDRESS:
CIRCLE E FARMS
RT I BOX 115
FAIRBLUFF, NC 28439
F'�M � 4+J' G7i`I
FkettiE # &,qq -G147
CIRCLE E FARMS
STA__ ROUTE rI355
FA- R3LiFF, NC 28439
303 =- AS i c FAX '910j <93�!73N,'

LAGOON MAR}<`ER
YR
/24HRI\ STORM
A
/-AIMUM
1 Z,
LRMAN.ENT

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Bo`I"TDM o r- su
Ear vt xNvt�V�r �fi ovYl. � pipe .
`TD7RL t)ESI G-N
SToRY%GE: St-S Uo
5Z.25
S- 3 .
. 1 '//111" �--111 1
l :DI U MI D F D U'I i$� 115.6,
-/Fo @ %z7
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i.., •t,).. .ter t`-+ .. ,�•� , ., .- � ,, ... .. -�

S H F E T 1 OF -
`3P.1:`_. F ICATf0NS FAIR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------
--------------------
FOUNCAT I ON P E P ARAT ION -
------------------------
The foundation area of th6- lagoon embankment and building Pad shall
cleared of troas , logs, stumps, roots, brush, bou l dens , sod and rubbish.
disposition will be made of all debris. The topsoil from
1-hw lagoon and pad area -should be stripped and stockpiled for use on
the dike and pad- areas. After stripping, the foundation area of the
lagoon `mb 3nkmen t and building pad shall be thoroughly loosened prior
to placing the iirzt lift of Till material to get a good bond.
EXCAVAT nN AND tAr'THFILL PLACEMENT:
-----------------------------------
1 ii'? sxcovation and earth i ill zhal l conform to the lines,
grada:s— and elevations shown on the plans_ Earthfill material shall
7-� 'i'3t? D- matar i a l such as sod, roots —frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
`hsy are u tsb i2, excavaisd materials can be used as fill. The fill
shall be brought up in approximately horizontal layers -not to exceed J
i n:-hns in thickness when loose and prior to compaction. Each layer
will to compacted by complete coverage with the hauling and spreading
qua p Ilent wr standard tamping r *l lar or other aquivalen 4 method.
Comp,,czicn will be considered adequate when Till material is observed
to consal slate to jho point t aV Sat=l :ment is not readily dstsct' bl- -
hjn 1 c THFF !?FQU TREMEN i S FOR PLACEMENT OF LINERS IN THE LINER
,ri OM �lF :.ii`. 1y1 rl�iF .t O ii - a a ,�.. - 1.
. .. r Ir�. T T N . z.- m�. n's:m n- of the l.ac->��r, shall
1
in • .•1 e .rs in•. _ & morn impery,c"s m4far & i_ from the re u :
wzc .. _ . 71S r *ns :ruc.; i on of fill hC. itht s shall include ude S per c nt W—
D ik,_.. over 15 feet in height and with an impoundment
0 . . -Fiev ar mnrn Fall "r der why ur ,sdictlnrl of Fh,,
00 +h A , X nr = in a l - t • • .

. .. .
.rut.. nlrl`inq
�.:Ir I
Irf. ;"rr �l.,i <r irl�t
r.111.. �:� _}�:
:rl•. :r,f:r.r7-lr.rl
t '"I :_
irr i l:i:} 1
:"%zrt
i'111 ti ring ohm l�
on khor obv rC�l11
c ing Moro'
�'r': l j.ds
!
Would }7 W.
r-ovV7-r-:-'d
41 i th off 111anh ..1_
.r I trim=. q.
Whr-:n r _
1ri l ib
flush
hill ldingn W'!M 1'—'
olod 1;ii.immn
119"id.
W.-Vty.'
chol.rld not
ba "4
"d V.-r i 11± ..1 InSl iI
I'.. r� :1.11 i 1 it .
1 l ling.
. rfr- .. � .. t i. r I . :.I ti
f l.�l'1-•iI Ii'I1'
P Ion re"rllnl.-: vIn .. :Nl;i 1 11 "! .ill•;Lasting r :VIA I n if.._ i. _ .':finlr.ni Q
bofur&- 1 nel . pp 1 .; i• .�:ril.
P-c r, rrl r•-rilnary _,lo -I:IIr, of kho r ,l,rl 'rh-trl'f i,iid level
ramahns I f• n .1 on 9 2 . - ..s W"c : ' h V r ... 41-... 1- u,•&AT _r . :trip Punw--
out I^hCn th, fluid l . v l r-_-.:h[__,. c -. . .t on c r:.2 Thiz toCim rar'_
star +rJ'. Wan 24 _Jr- .'1 ilr storm, i ._. f.. rr: ,filJ � :et
.31050 ill -•ns .
11
SHEET 2 OF 2
4. The, r e. omm:anded maximum amount to apply mar irrigation %
one (1) inch and the recommen8ed raa>.%um ap : . ;.anon rate is 0.3
inch per hour. refer to the waste utilization plan fcr further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annua 1 l y. Vegetation should be -_.- i 1 r zed as needad
to maintain a vigorous stAd. .
B. Re7air ny 1_ - _ � r - • n v
? .�. J'•,4�r� .3l-�[:� c_: i_�'Ji1;iG riC.:_ _� �n
establish in vagWat ion..
7. All surface runoff s to be: d r er _ad from om 'wr lagoon to stable
outlets.
8, Kanp a m n mum of 25 .=_t of _razz vegelsmA buffer argurid
waste utilization . iald:. d a1.=r _ ta PorinM117 ayr'_'Y.'' Z, rusts will
not be applied in open ditches. D,_ not y.� r_ mn .. _h l n 220 Met n i . a
rasrdinC:3 or w-..hi.r 150 -17
- W -- who!! he l.zfi_. in �
manner not i_ n r m.Car-h other pr*pnr'y = nd pub!':
9. The Clean W.ar Act :: 1977 vr_-h t!r' _
r '� s z l i a f j L or
pollufants into waters of the Un . tsd W ate= . The Department o
Environment. Hwal tit, and Natural I Resources. '1 - 1sion of Environ-
mental I"l•_oi 1•'tUs(I en T , hz . the r : s i-• n _ 1 5 zn for - nS th i = law.

1fh-ra m: W ..r,d othcr barn
rf4nsfr-uct d
arnac zho I 1 h
:•S !'�
a 'p _
atiOno T •
.. -
:! Khr
. • • :ligll!:'nd d rpo :: ancrl tQ_: +. r: :-'j
-, is ..[_; _ of _... s ..
.. ..
'.r' d inn .
P =r"lii.,l�+-: N 'l;--gets k
1 ;n should bA
,. hab l ishc i an sawn
n
' .:
1 .
• , {+ I ([ _ � i 1 • 1
I.
I I o next p.-. 'i c_. d of
a p r• i o': r (1 ....:
..-f i . g Miss.
+
;rains _i,-:
�n+:ownter"H, the
ti 1a Wi 1 l h :
r
removed to .a Minimum
of 10
fast _:rood tha
-
outside t<�_ of
Elope of the
dike, The tile
-.r :n: -
h shall l l ho h.- c
-
s- i ' ~_H ._srlri compacted
:•li':h +3oor;
material s(1c:i
HEED- l OF 2
Vc?ATI{fir(• ANO MAINTENANCE ".hlr_E FLAN
------------------------------
This lagoon is designed for Waste• tr-_atmgnt {Permanent storage) an4:
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary starags) to he raached mzy vor y
due to site cond i ti ons , weat+her, flushing operations, and t'he amount
of fresh Water added to the system.
The designed temporary storage consists or 130 days storage For:
(1) 5�Jas7e fram nimals dnt ) swcass rain all after evaporation. A1s•_
included is storage for the [ ,' nr -- ZC h•..'_u: _ _,—.n or the 1 J<_ . . sn .
The volute of waste generated frim a given number of animals W 1 1 be
fairly constant throughout the year and from Year to year, but exc
rainfall will vary from year to year. The ,G year rainfall will no-
be a factor to consider in an annual pumping cycle, but thi . storage
volute must always be available.
.A maximum elevation is determined in ?aCh design tQ begin
�+.ar.d theoh inr'of =ipafs) from
i_ �l ✓
bui ldir; W . :f t. _ outlet pipe is not inst:. ! ed at the elevation to
begin pumping? a }permanent mar kar musl be inst.allad .at this elava-ion
to .ndicaie when pumping should Begin. An elevation musi be astabl ishad
to stop p"mp i rig to maintain lagoon treatment depth.
ump,`ng :nn be at.arted or stopped at any time 4betwown those two
_la at,ons .fir ape !`inn _��_,;fii=!l:_a an sit, conditions parmit. :S"Ch nz
e.:P[,.,-her. vim'+ la - -ens, and squipmenr in ordar in apply waste withnt:t
�_ .l i7G ap;:� ! 1 cc-, � on - loot no V or iT n �s'oC1 r41 ... _ •_x s .-n
:n .r 1 \:'. guns, and 4". A -•1 .oq PUNW1 . K`n . Q._hOLIV W.

. •r•ar:; 1..r'r .',rr+i .1 i irr- r, I .r I j.•.rr .
1.rtd1•iii'!rhlr.,•r tet.rsiJrr•rri -riirrKNFSS SHALL K I,6 ft'.
NOTE i rr!1'f: (:'".!•I i0i w r 111 i ? mi, i Fniirf:r ri wn;m ME: 11Tr"CHE:D OIL
11`i!•'r' i 1r•ir+t-I ";.i ;ti ItuiI I r on itP, lrJ•. of f rAQ f MAIrf?rni- M
rr liirl, r•ril-r•: 1!'-ri': i �'rrl. .• ir...".i r:l ; w'c'r Trill OF FHE E IlrE•r.
in Imal ilorn rm im M r AMPI r I r•'r. : �, .r r,;.r i .i n rt ' ' :T.
• � I �i•1 .il, r t .i.r.. _ ) 111-. i-1 ...•r 11.,_ :,airi_•� ,;:-, ,;,-
:'Ji.t..1r r.rrr::rr i}.•F� I: rri..l ,r i.. I .r' ri,_- ,rrr;r.r"C[!, t�r�:'� :•rin✓.:.:-
. :c•.;'..'ri-.. 1 !r: }„rr � iir i•:�r _, .. i� • .. i i ..1 c1.:.i. .. ..: nr' ..=trr'���
pei-pend i...fr 1:.r•' +rhn F jl4x P '�rshe 11 be b cr' f . '1 i
r r
as Men? Mad l-„ .tr'.r.l: wilii :T .(''i iri.:1:•'•r•i..r ( i(-! r1..'',C.CII)
mrA To rx inii " rMVI sir it:+-i l(.!Vl ;VF1"'1•AT1%J I1.1 THE P(,AM% FOR SPE+;M
CONS IDERAT rOMT .
SHEET 2 DF
50 i l l n 0 C Ma !er i a 1 _aha I 1 aOrrin fr-om an,-3r' )ved 1?t:r-1'ow ar-ea . The
minimum watt:r con t:e•nt n-5 f_iir. 1 iric.r. m?tprial sha11 be optimum moiFtors
content Nhich rislotins: to '•"hol mr:? :Vr,r'n coniant When the Soil is rkn+?^3dnd
in the hand it will form s boll which doors not readily rapera to . =•1_ - =r-
:�l'i.�l b:: 3dded I .3 bor-r•r•,r.,r' icy r,,ac:.. ?3r-y to insur-r? proper rrr istur9 :r, -
during pl:ic ment of the linrr. •lh--- rnr':irtur- conteant of the liner
material shall " i• be lr: t ; i'r: -ii ...-irnirrri ;�Qor- content dunina p1.3i_emanh.
The maximum water :oril:ent ; .. .-.l - -. to the _oil material . -ing too ter_".
or efficient use af hauling now pm-_ri t and prorer zqmpaclion, proper
comp.;.+i tinn of he l l WA- irin%Hr7 pl . nmcriz in C inch lifta and
compacted to .it leapt QO oar.- ..-.k t= the maximum TTM 0623 Dry Unit
Weight of the liner m.' er i a l. Morn n .--moot h or hard, the previous l i f-
hall be snar- i i i ._e, and m in fA=r'r:-:1 iz nandAd K-.f•,re placemont of the ;1es
1 M.
The single most important f.:r-L. n facting theoverallcompacted perme-
nb i l i ty of •i clay l inter . other than the type orclay used for the
liner. is thp' eff iv ienf cotr-tr u Finn processing of the compacted lime".
The snrj"Pnc n of nqy i pm," t u:- . ..,"! thn riar1 t Mg of squ ipmen t in an es tab -
1 iched pat tern lir:•1p-= ,_^'nur .. :"i i 7 ormi 1 y in I hr whole'' placement and
compaction procon r,` mr-.:? 1.1y -;oi lc, a .tamping or sheepsfoot
roller is she tir'•?f r'rabl- yr_ - ` compaction 'zzquipmcnt. -
The soil liner shall Il:. ;,;'r•.i .. ! ri i'r-r'.in j'ho +i i schArge of Waste outlet
a•i.:e; . rh in con he dons by u ;nq otme typo at enpr qy :Ji_ _ ipa or-(-c::•'4._ )
Al kerkni Won 0- i i it r r rr F l inwr'_ w-d ieo"honi e ssaian4
W11-i-n �lr.. i; - i i ._ • i , ! ,. ;, . ` ,ri :r '. i .rr r-' i . + . -.1. ions a;
i"C llr•.,1od .! i th ph i ", i.. 1 . :r- . i 1

SEEDING -SPECIE EGAT IONS
Ftl crA 70 ?E SEEDED. 1 .0 ACRES
!!SF T';S ;_FD MIXTU?F INDICATED AS FOL_LOC.,"
•J
0.0 LBS. FESCUE GR 7 AT60 LBS r
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT :30 LBS./ACPE (NURSERY FOP FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO .TUNE 15
S.0 LBS. HULLED COMMOK SERMUOA. ORASS AT 3 LBS./ACRE
(SUITED FOR M( yj SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
L°S. UNHOLLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DAT S: .JANUARY i TO MARCH 30
0.0 LBS. RYE GRASS AT e0 LSS.YACRE (TEMPORARY VEGETATION)
SEEDING OATES: OEC MBER 1 TO MARCH 30
I E S .
r_ THE FOLLOWING:
K IO tl O L C) r 1 0— 0
�.� 'ls- � —10 FERTILIZER (1 000 L4S .,`ACRE)
_ . 0 TONS OF DOLOMITIC 1_ IME (2 TONS/ACRE)
100.0 SALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
E_DlS]A P_ice. OFETURSED A.r� 1MMEDIATELY AFTER EARTH
MOVING ! S COMPLETED.
.r !!'�C AND FE RT :4 I _^7 T IIF11 l ?n RE C L
':illlr,�"I'f'• .;Fi_Dt? t=1 nn, �-^ -- `7if,��,1 ; _'{ ' `�_ n,� �.. ;� 3 TO cl 1NI.H
or 11 �...� :!'. ,;�'. _ =!'. ,- �1 1 SEEDBED ail, T ; i
(- :I• �r _ Ili 0 _ 'Inc =.]i
`}+II A
•"il s i. .�1'. II•J ;'.y -,?

Corrmuni ty or Group No.
U. S. Department of Agr Iture
Soil Conservation Servic=
HAZARD CLASSIFICATIO3 DATA SKEET FOR
Landowner ,
Conservation Plan No.
NC-ENG-34
September 1980
File Code: 210
County 4: leI -��
Estimated Depth of Water to Top of Dam G Ft. Length of Flood Pool .2 /O Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Esf.
Elevati-o—n—
Kind of
:Improvements:
of Breach
Reach:.Length: Width: Slope:
Land Use
Improvements
Above :FIoodwater Abor
Flood Plain:
Flood Plain
Ft. : Ft.
:
: Ft.
Ft.
/4 0 : /OD • 1:,Zq 7'�
Lu J o 1s
-e—
Ws� l3S
Na.,r .2
z
cv
Describe potential for loss of life and damage to existing or probable future downstream
Improvements from a sudden breach N o ,%j-e-
Hazard CIassification of Dama b. c) (see NEM-Part 520-.21)
Z&r Classification & II, III, IV, V)
By
ZZ,
nn am�Y
e
Date
Concurred By09-nM-,04— �N Date -7 - —�
(name) title
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ING-538
Rom... S-70
U. S. DEPARTMENT OF AGRICULT1
SOIL CONSERVATION SERV
wk
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME !C / 7�f! NZ o DISTRICT o .L U M B J_S
DATE ?- 4 : 4 '� - - — cou', TY
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND —ACRES PASTURE ACRES
WOODIAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIG.'a
Si{.- 4 C:I OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE {Appror-
Locale re/e/ence point n cenler line of dam and Idenafy on sketc&
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$ORL�IGS MD AE BY �1 ss ✓'''� �' S SIGNATURE & TITi� S�

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easa y?=
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rti'a.5= WW C `t .Z 2Z.Au CaR7=CAC=C4 MR NrX C.% s�?.�a'�� Fv'LJTS
?? aaaa =ate= Who. Sam to she Div'_slc_ of
-tea Zdd---aaa C^ tLv ra7a;g0 s'da Of t2:12 f= .
Na=.e of fa--= (?lease Yr;_-t)
Phone No-:, W-611-670
C C t ;:_ =l : Car S
-a_— l oca=wc. . La=_=::ce a=_= Lo g_=_Ce:SX4Ill' °���� } Also,
please act--- a c,c•l of a C_i;ncy load rap u_t?t lacy-' ?d�==id ie
':`fie of cue=ac_c^ (s-�_,e, l aye= care, , ecc) ull
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ve=age ac=eage ._ems ed for land application of -a (a es) aG /rCCLu S� xJ
i_3i 333 a3ii3�ii33a�J i=-1�3�'33�3i i9-J i3,;33Y a3 i3'53333333Y 3333333_3333333i 333'333i
As a me ._.'_caz specialism designate by the North Caro, --a SC;l =a Water
_c .sernac_or. Co=- ,jss_or_ gu=s::an C to ISA NC;C GF 0005 i certify that the ^_ew o=
.-_-
expanded an4wl waste �z-_ayP_ e^_t syste= as .stalled for the fa-- ==—c+eahove
has a:_ a:_ .a? waste =wmagere^t plan that =eeCs the design co. s_=uc=_on,
cce=a,_cn and standards and snec_=_ca__ons o= the Divisor_ of
C__v___ =e_tal Y.-az-ager.e_^.t and the USDA -Soil Ca se=rattor_ Service and/or the No r-wh
La,-r_iha Scz_ 'and Water Cc _s2,-scion_ Cc=_ss,ar_ pL=sna-_ cc ZSA NCAC 2 =.02?7 a:.c
__ NC.3C EY .000i -.000s . Tie foil c:._; g W eme_^__s and t ei _ c^__?sPCMKng :.4 ^__.r-M
by ue cr other desig=ateC technical specialists and
az i__c__ds" in th a 1140 as app l icalle: =ino u= Se7wat_ons (codfe=s) , liners CC
equivalent Or lagoons Or avaste Storage Ponds; waste S=--rage capacity; adeq=ate
__a______ and wcu=t of land for .:Zst? L•tili=aC_cM (C= use of third =aril) access
:._ cwmewhip of p==pel :waste a' iicat_C:1 L'r-,Q=e^t schedule ._- Mmi g of
ac^_ a__o^_s, a=_ _-cazic_n rates, �loadi g =Ztes, apd the C^L_t_C7 of We discharge
of clluta<_f3 f- --i zonoff events less severe t e= the 25-'rear, 24-hcu
Nawa es ^_QCh= car SYaclalsat (?_ease i=ont) "Tbmity R_ Vinson
"=____at_c : �Br w-n' S of Carolina, Inc. _ Add --ass t C-r} TJI1 ^ v Aq 1 T,T t T 4A Phone
01
Dale:-
a���==��a33A3i333-=333J33-si33J333�a�3�i333��ii313i3JJsa=
-
(we) I.:..;'-cazsca•'_a the cpe=rimed= are_ wi_.tanan-_ _=oc--'2 ss the
ac _-; e a=.=.al waste =a_- age -eLn= plan _-= the mated a=Cve and _l! i,_.1 e=eM
these - (%%e)' C.. t_:at az-- add- ex7a^_ icm to the ex2 scny
design Ca;ace _r of the write t=earment and sto,age sysze= CC of mew
fat___=;_S will require a new i....-__C_ca__o.^_ to be SK—= _=ed to the Di' _sip._ of
E:r_rc=tee_^_fa_ :*a=_aje=en= hefo=s tie =w. a=.iz-a;s a.=e stocked. = (we) also
L'- _zstand that tHeze = st =a no Cisc a' a of a=4=a= , aste f=-= . this syszam t=
Surface waters of the state a-_ :e= a =a=. -=ace C.^..^_Jayance C= t_';=Ug"--
':C__ f=== a szz::== event less se•+e=a t- a.: t e 2:5-ye -, 2i-^cu St7 W- The
ajj..tee= _a" will : e __'_e; at the fa_= and at the office of the -ccal Sci- and
wat_= Co. -_se; ration
Sa-a Of Tn=:! C•+rn= (?lease ?=in=)
=ate
�r
Na=a cf hn a1a; , ;= G_;=we__t ff=z= cw e; (?_ease yP=:L--t) .
Si 1nat - Date
jq! n Change n. la=_d c•— e_sh_p =Swui=es %Ccificazicn c= a new ce;=-==ca=iC -
(-- the a__ :.-}= rla=_ is changed) to he s hMtte; tc the i;_ =size_ of
60 days of a title t=�.sfa

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 8, 2000
KEITH ENZOR
CIRCLE E FARMS I & H
598 IRVIN ENZOR ROAD
FAIR BLUFF NC 28439
I T fflu"�WA T 0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS240075
Additional Information Request
Circle E Farms I & II
Animal Waste Operation
Columbus County
Dear Keith Enzor:
The Non-Dischar ermittina Unit has completed a preliminary engineering review of the subject application. Additional
information is uired before we can continue our review. Please address the following by June 7, 2000:
1. Please sign for the change made to the irrigation parameters on the updated Waste Utilization Plan (WUP).
The owner's signature is also required.
Please note that all WUP reAsions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter must be
submitted on or before June 7, 2000.or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission.
-If you have any questions regarding this request, please call me at [phone], extension 533.
cc: Wilmington Regional Office. Water Quality
Permit File
Sinc
Donald Friday
Environmental Technician
Non -Discharge Permitting Unit
(910) (OL19- 68g0
1617 Mail Service Center, Raleigh, NC 27699-1617
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

4� -� : '�M up- -50 Vt
11n lof6-675�'
v-j 5 , �A
May 18, 1999
Circle E Farms I & Il
598 Irvin Enzor road
Fair Bluff NC 28439
Attn: Keith Enzor
A41V)
0 POM
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE:souRCEs
Subject: Application No. AWS240075
Additional Information Request
Circle E Farms I & II
Animal Waste Operation
Columbus County
Dear Keith Enzor:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by June 17, 1999:
I . Your application form states that there are two lagoons at this facility but only one set of volume
calculations was received (155,493 cu. ft.). Please provide lagoon capacity documentation (design, as -built
calculations, etc.) for the other lagoon at this facility. Be sure to include any site evaluations, wetland
determinations, or hazard classifications that may be applicable.
2. Some of the irrigation parameters listed in your Waste Utilization Plan (WUP) exceed current
recommendations. Irrigation events are to be listed in the WUP as the maximum application allowable for
that soil type from the time the pumps are turned on until the time they are shut off. The application events
listed in your WUP appear to be out -of the Sprinkler Irrigation Guide. The Application Amounts listed in
this guide have not been adjusted for the application of animal waste. It is currently recommended that
total application amounts not exceed one inch in any application event for any soil type. If your application
rates need to be adjusted for the application of animal waste, please have your Technical Specialist revise
your WUP to reflect the appropriate application amount per event. If the rates exceed the recommended
one inch, please have your Technical Specialist justify the increased application rate in the narrative of
your WUP.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The information
requested by this letter must be submitted on or before June 17, 1999 or the Division will return your application as
incomplete in accordance with 15A N.C.A.C.2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 364.
Sincejrel_y,,
NW'� xs
Dianne Thomas
Soil Scientist
Non -Discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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3wer Left
30 Mesh Surface
Existing
Project: KEITH ENZOR
Drawing: 3562 NUR REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
3D Mesh Surface
Prepared bg: using Sitework

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Eiggtar
Plot of all date for the surface:
Existing
Project: KEITH ENZOR
Drawing: 3SS2 NUR REV
Number:
Location:
old Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework
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56.0
54.0
52.0
60.0
48.0
46.0
44.0
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r tion: 11.1 Inrlination: 20.-0
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30 Mash Surface
Proposed
Project: KEITH ENZOR
Drawing: 3552 NUR REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
P repored by:
using Sitework
3U Mesh Surface

Surfaces:
Proposed
Existing
Tight Volumes
cut: 4053.00
Fill: 10992.98
Difference:-6939.98
All volumes are in cubic yards.
Expansion (%) Expanded Volumes
0.00 4053.00
25.00 13741.23
Net Import:
Grid cell size: 6.01 by 5.97
Original scale: 100.00ft/in
Project: KEITH ENZOR
Drawing: 3552 NUR REV
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
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................... ...... ............................................. ....... */4 S. so
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Plot of all dote for the surface:
Proposed
Drawing: 3552 NUR REV
Bid Onto:
^
Prepared bU: using Sitawork

------...... .......... ..... ..... ...... --... .......................................... ............................................................. ,se,sw
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---------�---------------'—�.................................................
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Plot of the contour data for the surface:
Proposed
Drawing: 3GS2 NUq REV
Bid Date:
^
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Prepared bW: using mitework

09
Rotor
I Blot of the sloping lines far the surface:
Proposed
Project: KETTH ENZOR
Drawing: 3552 NUR REV
Number:
Location:
aid Date:
Engineer:
Owner:
Estimator:
Prepared by: using 5itework

I Plot of all date for the surface: I
Proposed
Projects KEITH ENZOR
Drawing'. 3552 NUR REV
Number:
Location:
aid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using 5itework

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(3L2. 795
(266.24,473.69)
KEITH ENZOR: 3SS2 NUR REV 06 SEP 94 3:e5 PM

U. S. Department of Agriculture
Soill' Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner I County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam G Ft. Length of Flood Pool -2 /O Ft.
Date of Field Hazard Investigation - - 5— 9 4-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
.
. Est. Elev.:Est.
Elevation
.
Kind of
:Improvements:
of Breach
Reach: Length: Width:
Slope:
Land Use
Improvements
Above :Floodwater Above
Flood Plain:
Flood Plain
Ft. Ft.
%
Ft.
Ft.
)uC a
2 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach /V a
Hazard Classification of Dam( b, c) (see HEM -Part 520.21)
Classification & II, III, IV, V)
By.
name
C�lv G r zz': .
e
Date
Concurred By A3 b4f� 6n=U. Date -7 " LO —
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of.fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill'shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
5 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS _FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is definedas the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE• LINERS (P.ARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION.- A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE, REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the -liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
} The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes. '
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When the drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
30.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 1.5
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
10.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING„IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SOILS & SUE EVALUAMON
ope=tion: State Road
County:
Distance to nearest residence:0 _
Number of homes within half -mile- radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
Depth
(ft)
1
2
3
4
5
6
7
0-1
`
1-2
SoiL.-
2-3
3 - 4
5•�-
I
I
6 -7
5="�
7-8
8-9
5=--
s-10
i
L-10 -4-
l
!
* seasonai hign Water Table
Borings made by:
Signature & Title:

U. S.
Sail Conservation Service
Sept.-e-mber I980
File Cade: �O
HA 7; D CLASSi FICA ►.10N
DA 1 A SF:= tt FOR MM
C-��G�i�riL�S
L}ndcwner b f-t. L
_ i 'J�I:S`
County
/'l e-4
_
C=ur,ity or Gmup.-Nc_' _
Ccnservatiorr•Plan No.
EstirateC` Oep�'� a �iatai- to foa. of Q n 8 Ft. Lend a-►F Flood Pool ,,70d Ft_
0a=e C f Field Fa :-; Invewti9?-tian
Eval ua t i en by r•-e,Cn o f l oce plain downs to the point of estimated n i nor e i f ct-
.;� sudden dzm. i'ai.lurn_
T_... El ev. . :Est_ E l eYat7 cn
- Kind of : TIIDi'OYP3le!]}5 : 0? Breach
Reach: Lan__h: Width: Slcpe: Land. Use Impr-ovements Above :Floodwater Above
Flood Plain: Fload Flain
Ft- Ft_
IZ
Descr i a cc`enn-t i al 1 cr loss of I i a and-..da=ge t0 existing or pm:hahl e Puli_u—. _ dcwnS tT-_am '
Imor-ovements rcm a sudden breach
l AITZiV 77 Az, LLSS , Ot L/FE L•'rZ
FaZard Classiiicaticn cF DamOZ b, C) (see NEE -'art
2.,r1 ClasSLi iC�-1 (:, IT, TiT,{ itfj� �f}
EV
e
Concurred 3y
N61E I- !ns- **bons on reverse side-
2. Al -_. ch a_d i t fi cnal sbeeLs as needed.
--

TYPICAL X-SECTION-
SEE NOTE 3
--,-SEI:-' Num, 2
TOM ELEV, 50,000
NAIL IN;_------------_
EXC
c
.(1vi v'
FILL
PAD oll.
0 cy
ilo q6
CORE TRENCH
SEE - .SOIL SHEET
FOR DEPTH
SITE CoNQUION
UGIES
TOTALft'rlcy
1) ALL WEAK MATERIAL TO Ilk OVERCLIF
'I( 1,r)-
f'f f1 ly ofir
rpi
COMPUTATIONS BY:
AND HACKFILLL0 AND COMPACTED.
micimi-ss or 1.114171? 1)1--PFNL)S ON OVERALL
DIA I I 11. LINER 1-01 THIS LAGOON TO DE L, I
2 1) . 11<17 111-1411,10 DILOGS TO 11C MIN. 0.11-
III(All-li IIIAN 0111 IEI? fli-All()[1) (--I-I:V,'
4,//j. //?
3) WALK AND LOAOING, AUFA TO PE IIUILT 1.5' A1IOVI_ LOW
END PADS. 61 WILJ17 Cf)IjTII.J., 7' f'ROIA I?I. -AR Or 0LDGS;
B1 10 11111GS H[FORE F.00111 MOVI'S OU] (WORK TO 11r
JORS, . COORDIHAIIA) W1 Jjj.D(; C01,11RAC
.10f. 7
k,
E41-vr-11 I