310325_HISTORICAL_20171231

NORTH CAROLINA .�
Department of Environmental Qual

Water Resources
ENVIRONMENTAL QUALITY
January 25, 2016
Scott Rouse
1867 Red Hill Road
Albertson, NC 28508
PAT MCCRORY
Governor
IrI�I►/��r7:#�L�►ir]:�:i�/:T�i�
Secretary
S. JAY ZIMMERMAN
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS310325
Animal Waste Management System
Duplin County
Dear Scott Rouse:
Director
The Division of Water Resources (Division) received your sludge survey information on January
14, 2016. With the survey results, you requested an extension of the sludge survey requirement
for lagoon at the Lagoon #2 (addition). Due to the amount of treatment volume available, the
Division agrees that a sludge survey is needed by the end of 2016 for your lagoon.
The next sludge survey for the lagoon at this facility should be performed before December 31,
2016.
Please call me at [phone] if you have any questions.
Sincerely,
J. R. Joshi
Animal Feeding Operations Program
cc: Wilmington Regional Office, Water Quality Regional Operations Section
Permit File AWS310325
RECEIVED/NCOENR/DWR
JAN 2 7 2016
Water Quality Regional
Operations Section
Wilmington Regional Office
State of North Carolina I Fnvironmental Quality I Water Resources
1636 Mail service Center I Raleigh, North Carolina 27699-1636
919 807 6464

,/,w k'
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
F & S Farm (31-325)
Scott Rouse
1867 Red Hill Road
Albertson, NC 28508
[phone]
12-14-2015
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
9 veloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
12 hLill
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Tlechnical Specialist Signature Date
--------------------------------------------------------------------------------- ------------------------- ---- .....................
743630 Database Version 4.1 Date Printed: 12-14-2015 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.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
` Estimated -Pounds -of Plant Available Nitrogen Generated per Year
Broadcast
6136
Incorporated
7363
Injected
7363
Irrigated
6136
Max. Avai 1.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,136
8109
-1,973
4,498,699
-1,094,755
Year 2
6,136
8734
-2,598
4,845,297
-1,441,353
--------
fl ----- -- ---- ----------- ----- ---- ---- - ------ ----------- -- -- ---------------- *-- -- -----------------...----------------------------------
Note: In source ID, S means standard source, U means user defined source. -
* Max. Available PAN is calculated on the basis of the actual applicjtion method(s) identified in the plan for this source.
743630 Database Version 4.1 Date Printed: 12-14-2015 Source Page I of l

Narrative
12/14/2015
This plan is a update of the plan dated 4-2-2007 by Johnny Lanier. All Corn may be replace with either
cucumbers or sweat potatoes but only applied to at planting. Rye Cover crop can be planned after
soybeans. If rye cover is applied that application will also need to be removed from next crop.
Cucumbers 120lbs. -20lbs = 100lbs. 3/1 (100% at Planting)
Sweat Potatoes 50lbs. -20lbs = 301bs. 3/1 (100% at Planting)
Rye Cover 25lbs. Must remove from next crop. 9/1 - 3/31
743630 Database Version 4.1 Date Printed: 12-14-2015 Narrative Page I of I

iit
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-foreach crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field _
Total
Acres.
Useable
Acres
Leaching
Index (U)
Soil Series
Crop Sequence
;RYE
4590
Pull 10
2.60
2.60
NIA
Autryville
Small Grain Overseed
0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4590
Pull 11
0.69
0.69
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4590
Pull 12
2,60
2.60
NIA
Autryville
Corn, Grain
85 ba.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
4590
Pull 13
3.46
3.46
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu
4590
Pull 14
2,60
2.60
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
4590
Pull 5
2.501
2.50
N/A
jAutryville
Small Grain Overseed
1.0 "fors
Hybrid Bermudagrass Hay
5.5 Tons
4590
Pull 6
2.50
2.50
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4590
Pull 7
3.461
3.46
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4590
Pull 8
3.46
3.46
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4590
Pull 9
2.60
2.60
NIA
Autryville
Small Grain Overseed
1,0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
71894
1 Old Pl2
0.61
0.61
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 hu.
71894
Pull 1
1.24
1,24
NIA
lAutryyille
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
71894
Pull 2
2.75
2.75
NIA
Autryville
lCorn, Grain
85 bu.
Wheat, Grain
45 bu.
743630 Database Version 4.1 Date Printed 12/14/2015
PCS Page I of 2
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (L1)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Full Season
30 bu.
71894
1 Pull 3
2.941
2.94
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 hu,
Soybeans, Manured, Full Season
30 bu.
71894
Pull 4
1.65
1.65
N/A
Autryville
Cam, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 hu.
PLAN TOTALS: 35,66 35.66
LT . -,
:_ - �.Potenliallieachm ::.:
;,;Technical Guidance ...._.
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils 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 -Terns No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
743630 Database Version 4.1 Date Printed 12/14/2015
PCs Page 2 of 2
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 bymanure 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
Applic
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
liquid
Manurr-A
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
4590
Pull 10
S7
Autryville
2.60
2.60
Small Grain Overseed
I.0 "Pons
1011-3/31 1
50
0
0
Irrig.
50
27.74
0.0
72.12
0,00
4590
Pull 10
S7
Autryville
2.60
2.60
Hybrid Bermudagrass Hay
5.5 Tons
*311-10/31
269
0
0
Irrig.
269
149.24
0.00
388.01
0.00
4590
Pull I 1
S7
Autryville
0.69
0.69
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
27.74
0.00
19.14
0.00
4590
Pull 11
S7
Autryville
0.69
0.69
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
269
149.241
0.00
102.97
0,00
4590
Pull 12
S7
Autryville
2.60
2.60
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0,00
121.16
0.00
4590
Pull 12
S7
Autryville
2.60
2.60
Wheat, Grain
45 bu.
9114/30
104
0
0
Irrig.
52
28.85
0.00
75.01
0.00
4590
Pull 13
S7
Autryville
3.46
3.46
Com, Grain
85 bu.
2/15-6130
104
0
20
Irrig.
84
46.60
0.00
161.24
0.00
4590
Pull 13
S7
Autryville
3.46
3.46
Wheat, Grain
45 bu.
9114/30
104
0
0
1 Irrig.
52
28.85
0.00
99.82
0.00
4590
Pull 14
S7
Autryville
2.60
2.60
Corn, Grain
85 bu.
2115-6/30
l04
0
20
Irrig,
84
46.60
0.00
121.16
0.00
14590
Pull 14
S7
Autryville
2.60
2.60
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.851
0.00
75,01
0.00
14590
Pull;5
S7
Autryville
I
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
69.35
0.00
14590
I
Pull 5
S7
I
Autryville
2.50
2.50
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
269
149.24
0.00
373.09
0.00
j4590
Pull 6
S7
Autryville 1
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
69.35
0.00
r4590
-Pull 6
S7
Autryville J
2.50
2,50
Hybrid Bermudagrass Hay
5.5 Tans
" 3/1-10/31
269
0
0
Irrig.
269
149.24
0.00
373.09
0.00
4590
Pull 7
S7
Autryville
3.46
3.46
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
(rrie.
50
27.74
0.00
95.93
0.00
4590
Pull 7
S7
Autryville
3.46
3.46
Hybrid Berrudagrass Hay
55 Tons
*3/1-10/31
269
0
0
Irrig.
269
149.24
0.00
516.36
0.00
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Page I of 4

Waste Utilization Table
Year 1
Tract
Field
Soun;e
I
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/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
4590
Pull 8
S7
Autryville
3.46
3.46
Small Grain Overseed
1.0 Tans
10/1-3131
50
0
0
Irrig.
50
27.74
0.00
95.98
0.00
4590
Pull 8
S7
Autryville
3.46
3.46
Hybrid Bermudagrass Hay
5.5 Tons
'3/1-10/31
269
0
0
Irrig.
269
149.24
O.OD
516.36
0.00
4590
Pull 9
S7
Autryvillc
�2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
72.12
0.00
4590
Pull 9
S7
Autryville
2.60
2.60
Hybrid Bermudagrass Hay
55 Tons
'3/1-10/31
269
0
0
Irrig.
269
149.24
0.00
388.01
0.0
71894
Old P12
S7
Autryville
0.61
0.61
Corn, Grain
85 bu.
2115-6/30
104
0
20
Irrig.
84
46.60
0,00
28,43
0.00
71894
Old P12
S7
Autryville
0.61
0.61
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
17.60
0.00
71894
Pull 1
S7
Autryville
1.24
1.24
Conn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
57.79
0.00
71894
Pull 1
S7
Autryville
1.24
1.24
Wheat, Grain
45 bu.
9114/30
104
0
0
Irrig.
52
28.85
0.00
35.77
0.00
71894
Pull 2
S7
Autryville
2.75
2.75
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
128.15
0.00
71894
Pull 2
S7
Auuyville
2.75
2.75
Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
28.85
0.00
79.33
0.00
71894
Pull 3
S7
Autryville
2,94
2.94
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
137.01
0.00
71894
Pull 3
S7
Autryville
2.94
2.94
Wheat, Grain
45 bu.
9/I-4/30
104
0
0
Irrig.
52
28.85
0.00
84.81
0,00
71894
Pull
S7
Autryville
1.65
1.65
Corn, Grain
85 bu.
2/15-6130
104
0
20
Irrig.
84
46.60
0,00
76.89
0.00
71894
Pull 4
S7
Autryville
L65
1.65
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
47.60
0,00
Total Applied. 1000 gallons
4.498.70
tss'af:7,TM'
Total Produced, 1000 gallons
3,403.94
i1901i S� 4 .;i., ai
Balance, 1000 gallons
-1,094.75'
Total Applied, tans
0.00
Total Produced, tons
-ec-a'yj;sn
'm1
0.00
Balance, tons
i 5
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Page 2 of 4

i�
Waste Utilization Table Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Feri.
Nutrient
Applied
(lbs/A)
Ices.
(lbs/A)
Apptic.
Method
Manure
PA
Nutrient
Applied
(Ibs/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
4590
Pull 10
S7
Autryville
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig,
50
27,74
0.00
72.12
0.00
4590
Pull 10
S7
Autryville
2,60
2.60
r
Hybrid Bermudagrass Hay
5.5 Tons
*311-10/31
269
0
0
Irrig.
269
149.24
0.00
388.01
0.00
4590
Pull I I
S7
Autryville
0.69
0.69
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
19.14
0.00
4590 1
Pull I I
S7
Autryville
0.69
0.69
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10131
269
0
0
Irrig.
269
149,24
0.00
102.97
0.00
4590
Pull 12
S7
Autryville
2,60
2.60
Wheat, Grain
45 bu.
911-4130
104
0
0
Irrig.
52
28.85
0.00
75.01
0.00
4590
Pull 12
S7
Autryville
2.60
2.60
Soybeans, Manured, Full Season
30 bu.
411-9/15
119
0
0
brig.
119
66.021
0.00
171.65
0.00
4590
Pull 13
S7
Autryville
3.46
3.46
Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
28.85
0.00
99.82
0.00
4590
Pull 13
S7
Autryville
3.46
3.46
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
brig.
119
66.02
0.00
228.43
0.00
4590
Pull 14
S7
Autryville
2.60
2.60
Wheat, Grain
45 bu.
9/1-4130
104
0
0
brig.
52
1 28.85
0,00
75.01
0.00
4590
Pull 14
S7
Autryville
2.60
2.60
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig,
119
66.02
0.00
171.65
0.00
4590
Pull 5
S7
Autryville
2.50
2.50
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
brig.
A
27.74
0.00
69.35
0,00
4590
Pull 5
S7
Autryville
2.50
2.50
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
269
0
0
Irrig,
269
149.24
0.00
373.09
0.00
4590
Pull 6
S7
Autryville
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
501
27.74
0.00
69.35
0,00
4590
Pull
S7
Autryville
2.50
2,50
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
269
149,24
0.00
373.09
0.00
4590
Pull 7
S7
Autryville
3.46
3.46
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
27.74
0.00
95.98
0.00
4590
Pull 7
S7
Autryville
3.46
3.46
Hybrid Bermudagrass Hay
5.5 Tons
*3/I-10131
269
0
0
Irrig.
269
149.24
0.00
516.36
0.00
4590
Pull 8
S7
Autryville 1
3.46
3.46
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig_
50
27.74
0.00
95.98
0.00
4590
Pull 8
S7
Autryville 11
3.46
3.46
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
269,149,24
0.00
516.36
0.00
A594
Pull 9
57
Autryville
2.60
2.60
Sma[[ Grain Overseed
1.0 Tans
10/1-3/31
50
0
0
Irrig
50
27.74
0.00
72.12
0.00
4590
Pull 9
S7
Autryville
2.60
2.60
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
-
269
149.24
0.00
388A1
0.00
71894
t
Old P12
S7
Autryville
0.61
0.61
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
17.60
0.00
71894
Old P12
S7
Autryvillc
.61
r-()
0.61
Soybeans, Manured, lull tieason
30 bu.
41I 9l15
119
0
0
brio.
119
G6.02
0.00
40.27
0.00
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Page 3 of 4

Waste Utilization Table
Year 2
Tract
Field
source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm
Fert.
Nutrient
Applied
Ices.
(Ibs/A)
Applic.
Method
Manure
PA
Nutricnt
Applied
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
]000
gal/A
Tons
1000 gals
torts
71894
Pull 1
S7
Autryville
1.24
1.24
Wheat, Grain
45 bu.
9/14/30
104
0
0
brig.
52
28.85
0.00
35.77
0.00
71894
Pull i
S7
Autryville
1,24
1,24
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig,
119
66.02
0.00
81.86
0,00
71894
Pull 2
S7
Autryville
2.75
2.75
Wheat, Grain
45 bu,
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
79.33
0.00
71894
Pull 2
S7
Autryville
2.75
2.75
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
]Trig.
119
66.02
0.00
181.55
0.00
71894
Pull.3
S7
utryville
2.94
2.94
Wheat, Grain
45 bu.
911-4130
104
0
0
]Trig.
52
28,85
0,00
84.81
0.00
71894
Pull 3
S7
Autryville
2.94
2,94
Soybeans, Manured, Full Season
30 bu.
4/1-9115
119
0
0
brig.
119
66.02
0.00
194.10
0.00
71894
Pull 4
S7
Autryville
1.65
1.65
Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
28"85
0.00
47.60
0.00
71894
Pull 4
S7
Autryville
1.65
1.65
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
66.02
0.00
108.93
0.00
Total Applied, 1000 gallons
4,845.30
Total Produced, 1000 gallons
3,403,94
`
Balance, 1000 gallons
-1,441.35PRO
Total Applied, tons
,'
0.00
Total Produced, tonsi�
0.00
Balance, tons
tr g
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
743630 Database Version 4.1 Date Printed: 12/14/2015 WUT Page 4 of 4

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
e vent.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4590
Pull10
Autryville
0.60
i.0
4590
Pull II
Autryville
0.60
1.0
4590
Pull12
Autryville
0.60
1.0
4590
Pull13
Autryville
0.60
1.0
4590
Pull14
Autryville
0.60
1.0
4590
Pulls
Autryville
0.60
1.0
4590
Pull
Autryville
0.60
1.0
4590
Pull?
Autryville
0.60
1.0
4590
Pull
Autryville
0.60
1.0
4590
Pull
Autryville
0.60
1.0
71894
Old P12
Autryville
0.60
1.0
71894
Pull
Autryville
0.60
1.0
71894
Pull
Autryville
0.60
1.0
71894
Pull
Autryville
0.60
1.0
71894
Pull
Autryville
0.60
1.0
743630 Database Version 4.1 Date Printed 12/14/2015 lAF Page 1 of I
NOTE; Symbol * means user entered data.

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 be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
d
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
41.25
82.50
123.75
Hay 6 ton R.Y.E.
300
29.38
20.62
41.25
61.87
Soybean 40 bu
160
15.67
38.67
77.34
: 116.01
------------------- --------------------------------------------------•-------------------------------•,---------- ------ ----------- .... ----- .,
743630 Database Version 4.1 Date Printed: 12-14-2015 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. Avai [able storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates thatthe 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 Storave Canacitv
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (DaXs)
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
I
65
1
2
65
1
3
86
1
4
102
1
5
146
1
6
162
1
7
180
1
8
178
1
9
180
1
10
180
1
11
172
1
12
168
2
1
159
2
2
158
2
3
172
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
t0
180
2
11
161
2
12
141
* Available Storage Capacity is calculated as of the end of each month.
............................. ......... ... .... . ..
743630 Database Version 4.1 Date Printed: 12-14-2015 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, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
... ---
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Pape i

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October I,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.
----------------------------------------------- - ------------------------------------------------- . . ......
743630 Database Version 4.1 Date Printed: 12/14/2015 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.
- ---- ------------- ------ -... ....................... -.......-......--.. - .. - ............ ----- ...
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Page 3

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.
------------------------------------------------------- .-....---.---- ................. --- . ......
743630 Database Version 4.1 Date Printed: 12/14/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): Old P12, Pull 1, Pull 12, Pull 13, Pull 14, Pull 2, Pull 3, Pull
4
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 Ibs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
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). Pull 10, Pull 11, Pull 5, Pull 6, Pull 7, Pull 8, Pull 9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
743630 Database Version 4.1 Date Printed: 12-14-2015 Crop Note Page I of 2

The following crop note applies to field(s): Pull 10, Pull 11, Pull 5, Pull 6, Pull 7, Pull 8, Pull 9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control 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 following crop note applies to field(s): Old P12, Pull 1, Pull 12, Pull 13, Pull 14, Pull 2, Pull 3, Pull
4
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): Old P12, Pull 1, Pull I2, Pull 13, Pull 14, Pull 2, Pull 3, Pull
4
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. 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 soybean production.
------------------------------------------------------------------------------------------------------------------------------------------------
743630 Database Version 4.1 Date Printed: 12-14-2015 Crop Note Page 2 of 2

12/14/2015
This plan is a update of the plan dated 4-2-2007 by Johnny Lanier. All Corn may be replace with either
cucumbers or sweat potatoes but only applied to at planting. Rye Cover crop can be planned after
soybeans. if rye cover is applied that application will also need to be removed from next crop.
Crop _
N Rate
Residual Manure Applied
Applic. Period
Cucumbers
120lbs.
-20lbs = 100lbs.
3/1 (100%at Planting)
Sweat Potatoes
50lbs.
-20lbs = 30lbs.
3/1 (100% at Planting)
Rye Cover
25lbs.
Must remove from next crop.
9/1-- 3/31

7i-3as
Operator: __- _____ ________ ________ ========: Scott Rouse
County:__ ________ ________________ ________ Duplin
Date:===_
05/26/11
Dist.to nearest residence (other than owner):
ft.
sows (farrow to finish):===
sows (farrow to feeder): eder):___
head (finishing only):===__ ________ __----___•
2448
sows (farrow to wean):=====
head (wean to feeder):====_ ________ ________-
0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)=======>
1.0
25 Year - 24 Hour Rainfall (in.)============>
7.5
Rainfall in excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallonstday)==== =====>
Temporary storage period (days)=============>
180
Freeboard(ft.}:____________________________>
1.0
Side slopes (inside lagoon):================>
2.5 : 1
Inside top length (ft.):____________________>
330.0
Inside top width (ft.):____________________>
220.0
Top of dike elevation (ft.):________________>
51.5
Bottom of lagoon elevation (ft.):==_________>
40.5
Seasonal high water table(SHWT) elev.(ft.):=>
0.0
Total required volume:===== _—______- 498910
cu. ft.
Actual design volume:====== ______—_- 572083
cu. ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
47.3 ft.
(> or = to 46.5 ft.Min.)
Required minimum treatment volume: 330480
cu. ft.
.Volume at stop pumping elevation: 362034
cu. ft.
Start pumping
49.8 ft.
Volume at start pumping elevation: 526551
cu. ft.
Actual volume less 25yr-24hr rain: 526708
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req, volume to be pumped:====> 123055
cu. ft.
Actual volume to be pumped:==> 164517
`cu. ft.

Operator: ______________________________= Scott Rouse
County:__ ________ ________ ________ ________= Duplin
Date:==== ___—_- __ ___— -___ ________ ________- 05/26/11
Dist.to nearest residence (other than owner):
ft.
sows (farrow to finish):===
sows (farrow to feeder): eder):___
head (finishing only):===__ ________ ________.
1224
sows (farrow to wean):===__
head (wean to feeder):===__ ________ _-- ---__-
0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)===____>
1.0
25 Year - 24 Hour Rainfall (in.}===___--____>
7.5
Rainfall in excess of evaporation (in.)===__>
7.0
Drainage area of buildings & lots (sq. ft')=>
Volume of wash water (gallons/day)=====_____>
Temporary storage period (days)====_________>
180
Freeboard(ft.):____________________________>
1.0
Side slopes (inside lagoon):________________>
3.0 : 1
Inside top length (ft.):____________________>
130.0
Inside top width (ft.}:_____________________>
330.0
Top of dike elevation (ft.):________________>
102.5
Bottom of lagoon elevation (ft.):==_________>
90.5
Seasonal high water table(SHWT) elev.(ft.):=>
0.0
Total required volume:====_ ________- 257430
cu. ft.
Actual design volume:====__ __—_____- 295284
cu. ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
97.9 ft.
(> or = to 96.5 ft.Min.)
Required minimum treatment volume: 165240
cu. ft.
Volume at stop pumping elevation: 167509
cu. ft.
Start pumping elev.:________________________>
100.8 ft.
Volume at start pumping elevation: 268198
cu. ft.
Actual volume less 25yr-24hr rain: 268472
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 65378
cu. ft.
Actual volume to be pumped:==> 100690
cu. ft.

o..o~r wArF,,�oG
>_
)
Michael F- Easley, Governor
__ - — -------__—_ - --- - ------ - .- --- ------ --. —---WilliamG. Ross Jr.. Secretary=._ .
North Carolina Department of Environment and Natural Resources
May 1, 2006
CERTIFIED MAIL 7005-0390-0001-3199-9352
RETURN RECEIPT REQUESTED
Ms. Emma C. Rouse
1835 Red Hill Rd.
Albertson, NC 28508
Re: Notice of Violation/Notice of Intent
Animal Facility Annual Certification Form
Case No. NOV-2006-PC-0136
F & S Farm
NPDES Permit No.NCA231325
Duplin County
Dear Ms. Rouse:
Alan W. Klimek, P.E. Director
Division of Water Quality
You are hereby notified that, having been permitted to have an animal waste
management system NPDES permit pursuant to NCGS 143-215.1 and Section
402 of the Clean Water Act, you have been found to be in violation of your
permit.
The General NPDES Permit, Condition Ill.12 states:
"An annual certification report shall be filed with the Division's Central
Office and appropriate Regional Office by March I of each year for the
previous year's activities on forms provided by the Division. If the
facility was not in compliance, the annual certification must be used to
summarize all noncompliance during the previous year, actions taken or
actions proposed to be taken to resolve noncompliance and explain the
current compliance status of the facility."
As of today, DWQ has still not received the Annual Certification Form for this
farm.
Required Corrective Action:
Please respond to this request by filling out the attached Annual Certification
Form for the year 2005 as required by your NPDES permit. To avoid possible
Aquifer Protection Section 1636 Mail service Center
Internet: www ncwaterauality or Location: 2728 Capital Boulevard
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NrrthCarolina
,111alurallry
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (919) 7t5-6048
Customer Service: [phone]

U.S. Postal Service,,
CERTIFIED MAILT,.,
R€CI
(Domestic Mail Only;
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visit our websiteee at
r
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C �840

f Ms. Rouse
Page 2 '
May 1, 2006
enforcement action for a violation of your permit, return by fifteen (15) days to
the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Be advised that this office is considering recommending assessment of civil
penalties to the Director of the Division of Water Quality if the Annual
Certification Form is not completed and returned within fifteen (I5)working of
the receipt of this notice. The Division of Water Quality has the authority to levy
a civil penalty of not more than $25,000 per day per violation. Information
submitted will be reviewed and, if enforcement is still deemed appropriate, will be
forwarded to the Director with the enforcement package for his consideration.
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
Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact
me at [phone] or Miressa D. Garoma at [phone]
Sincerely,
Charles F. Stehman, Ph.D., P.G.
Aquifer Protection Regional Supervisor
cc: Facility File 3I-325
APS Central Files
Murphy -Brown, LLC
Division of Soil and Water, Wilmington Regional Office
Duplin County Soil and Water Conservation District

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 2, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Emma C. Rouse
1835 Red Hill Road
Albertson, NC 28508
RE: Sludge Management Plan of Action
F & S Farm . .
Facility # 3`32�
Duplin County
Dear Emma C. Rouse:
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
SEP 0 9 "U!)
BY:
The Division of Water Quality (DWQ) received your sludge survey information on June 27,
2005. Upon review of the information submitted, it was determined that the minimum treatment depth of
both lagoons is inadequate. Your NPDES General Permit Number NCA231325, Condition IV.16
specifies that within 90 days, a plan of action must be created to document the sludge management
procedures to be used. DWQ has not received an adequate plan of action for this facility.
Attached is the Plan of Action for Lagoon Sludge Reduction form that is to be used. The form
outlines the compliance and reporting timeframes to satisfy Condition W.16 of your NPDES General
Permit.
Please submit the plan of action within 30 days of receipt of this letter to:
Keith Larick
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6185, or the Washington Regional Office at [phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File# 31-325
Wilmington Regional Office
tmrmar
North Carolina Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer service
Internet: h2o.enr.state.nc.us 2728 Capital Blvd. Raleigh, NC 27604 FAX [phone]
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 10, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Emma C. Rouse
1835 Red Hill Road
Albertson NC 28508
Re: Request for Information
Sludge Survey Report
F & S Farm
NCA231325
Duplin County
Dear Emma C. Rouse:
l 3F
Alan W. Klimek, P.E. Director
Division of Water Quality
This letter is to notify you that the subject facility is in violation of its General Permit
NCA231325 Condition 111.16.
Your NPDES Permit Number NCA231325 Condition IN.16 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct a
survey of the sludge accumulation in all lagoons within one (1) year of receiving the
COC and every year thereafter. This survey shall include but not be limited to a sketch
showing the depth of sludge in the various locations within each lagoon. This survey
shall be submitted as part of the facility's annual report in the year it was conducted.
This survey frequency may be reduced if it can be demonstrated to the satisfaction of the
Division that the rate of sludge accumulation does not warrant an annual survey.
If the sludge accumulation is such that it is greater than the volume for which the lagoon
was designed or reduces the minimum treatment volume to less than the volume for
which the lagoon was designed, a plan must be submitted to the Division's Central Office
within ninety (90) days of this determination which documents removal and waste
utilization procedures to be used."
Our records indicate that the Division has not received the sludge survey results for the year
2004 from your facility. The form was due March 1, 2005. To avoid possible enforcement
action for a violation of your permit, please submit the results within thirty (30) days to the
following address:
IIICarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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Emma C. Rouse
Page 2
6/10/2005 '
Keith Larick
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
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 Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at
[phone] or the Wilmington Regional Office at [phone].
Sincerely,
�ZQ
Keith Larick
Animal Feeding Operations Unit
cc: File 31-325
Wilmington Regional Office

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number 00,2313a County ih Year 2003
Facility Name (as shown on Certificate of Coverage or Permit) F d- S _`rys_ -
Operator in Charge for this Facility ___ �3,Pam Certification
Land application of animal waste as allowed by the above permit occurred during the past calendar year
-- YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields X or Pulls 0 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): _ k1,3 Total Useable Acres approved in the CAWMP
2. Total number of Fields 4 or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: a683 Total Acres on which waste was applied 97,00
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAW W and
the permit: Ll
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year _ 0 _ _ _ tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
-. rh�a _ '23 L15--
7. Largest. and smallest number of animals by type at this facility at any one time during the previous year:
Largest .3Co'7a
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
S. Facility's Integrator if applicable: �avn— m EL � L L0-
,I NJ
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during X Yes ❑ No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way that there was no direct runoff of waste from C9 Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during '
the past calendar year. '
3. There was no discharge of waste to surface water from this facility during the past ® Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during N Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. N Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes ® W
was designed or reduce the lagoon's minimum treatment volume to less than the volume NA
for which the lagoon was designed. 5�,, v, � P 6, ti,1 I 6e 1911ed Wik rh 9C7 eIOL�)5 NA
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. ❑ Yes R NO
9. Annual soils analysis were performed on each field receiving animal waste during the
M Yes []No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
M Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
9 Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWNIP for this facility were
® Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and. -belief, -true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
(type or print
;nature of Operator in Chi
different from Permittee)
AFACF :3-14-03 2

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
Emma C. Rouse
F&SFarm
1835 Red Hill Road
Albertson NC 28508
Dear Emma C. Rouse:
17 4
0
;71
NCDENR
NORTk i CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-325
Duplin 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. IRRI, IRR2, DRYi, DRY2, DRY3, SLURI, 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.
Sincere
L. AV
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number .� 1
Farm Name: -4-5
On -Site Representative:
Inspector/Reviewer's Name:
Date of site visit: 3 �i�
Date of most recent WUP:
3g�
Annual farm PAN deficit: pounds
Operation is flagged for a wettable
acre determination due to failure of
art 11 eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA
determination at this time based on
exemption (ff E2 E3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s) - circle #. 1,,hard-hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
fi. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemptior.)
E'I Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part 111. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part If - F1 F2 F3, before completing computational table in Part 111).
PART 11. 75% Rule .Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because -operation fails one of the eligibility
requirements listed below:
F1 Lack ofzcreage=whichTesultedinmver:pplicationmfwastewater(PAN) on:spray.
field(s)according-to farm'sdast -two years:of--rmgaton:records.-:
F2 Unclear, -illegible. -or lack of informationimap.
F3 Obvious-field"timitabons-(numerous=ditches;failure-lo_deductTequired.-.._
buffer/setbackacreage;-or 25%:oftotal �acreageadentifiedirfCAWMP::includes
small; irregulady-shaped -fields fields :less -than -5acres for.travelers-or.less-than
2 acres-for.stationary-sprinklers).
F4 WA determination required because CAWMP credits feld(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part 111.

Revised April 20, 1999
Facility Number -
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT FIELD
TYPE OF
TOTAL
CAW11P
FIELD
COMMENTS'
NUMBER NUMBER'-2
IRRIGATION
ACRES
I
ACRES
%
I
SYSTEM
�6cs
l
q,s
I
I.o
and type of irrication system. If pulls, etc. cross more than one field, inspectorlreviewer will have to combine fields to
calculate 75% field by field determination for exemption; -otherwise operation wi_II be subject to WA determination.
FIELD NUMBERz - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acFeage-exceeding=75% of its total:acresand having Teceived less than 50%
of its annual PAN as documented in the farm's previous -two years' (1297 & 1998) of irrigation records; cannot serve as -the
sole basisforrequiring a WA Determination:hack-upfields -must-be noted in the-commentzectionand must be accessible
by irrigation system.
Part IV. Pending WA Determinations -
Pi Plan lacks. following -information:
P2 Plan -revision maysatisfy'75% rule based on adequate overall PAN deficit -and by
adjusting all field -acreage-to below 75% use rate
P3 Other (ielin process of installing new irrigation system):

State of North Carolina
Department of Environment
and Natural Resources,
Division of Water Quality
.lames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 5, 1998
Frederick Rouse
F&SFarm RECEIVED
1835 Red Hill Road OCT 0 7 �9$$
Albertson NC 28508
Dear Frederick Rouse:
Pm � W, A
AA
� •
NCDENR
NORTH CAROLINA DEPARTMENT of
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS310325
F&SFarm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your application received on August 12, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Frederick Rouse, 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 F & S Farm, located in Duplin County, with an
animal capacity of no greater than 3672 Feeder to Finish 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.
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
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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Certificate of Coverage AWS310325
F & S Farm
Page 2
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 J R Joshi at [phone] ext. 363.
Sincerely
`/ -. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File -Central Files
Permit File-NDPU

State of North Carolina
Department of Environment and Natural Resources n�
Division of Water Quality WITyspp'TION
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 21998
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: F & S Farm
1.2 Print Land Owner's name: Frederick Rouse
1.3 Mailing address: 1835 Red Hill Road
City, State: Albertson NC
Telephone Number (include area code): 919-658-9943
Zip: 28508
1.4 County where facility is located: Duplin
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): Hwy. 70 east thru Goldsboro to .junction of 70 & 1 I I
trun right on Hwy. 1 I 1 go approx. 18 - 20 miles to Outlaw Bridge crossroad. turn right on Hwy. 1306 ga approx. 2 miles.
Hog houses on right side back in field.
1.6 Print Farm Manager's name (if different from Land Owner): same
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 01/01/91
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); 325 (facility number).
2.2 Operation Description: Swine operation
F-eeTr to Finish
3672- Certified Design Capacity
is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er 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
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder {# sow)
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 31 - 325

4
3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 45.00 Required Acreage (as listed in the AWMP): -3t- - c2 '],.1 p
-t
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or 1V0 (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards; etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? l q i
What was the date that this facility's land application areas were sited? ! !
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.
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;
3.3 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. t 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.
3.3.11 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.
3.115 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.
Applicants Initials
Ir. k
•)e
FORM: AWO-G-E 5/28/98 Page 2 of 4 31 - 325

.`
IZ ZC 'zj;!,=r)
WATER0&A. iTyStCT101V
. Facility Number: 31 - 325
Facility Name: F &: S Farm
4. APPLICANT'S CERTIFICATION:
1, T-thed,e A1c-& kouS e-
AUG t 21998
11on-D;sa;t .ra per, -
(Land Owner's name listed in question 1.2), attest that
this application for F 4 .s AS (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best 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 /�C9�Gl.�tL 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 LI)
has been reviewed by me and is accurate and complete to the best 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
packa;e 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: [phone]
FORM- AWO-G-E 5128I98 Page 3 of 4 31 - 325

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TJ'I4I P
.� ..._ .w...... v v.. v .. n ......
Producer: r+5 FrM�-� µs)
Location: iigS' ge,� W11
Telephone: aiq
Type Operation: F dry -- = 5,1. '
Number of Animals:
(Design Capacity)
Lnir�T R G?UAURY SECT10�!
1 2 "1998
per;_,
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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 nutrients 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. 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. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. 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 DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility_ Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization 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(gallorrs.- 1`t3, torts,_etc.�
�1 animaLs X�� ams.) waste/animal/year = 9 7744amt.) waste/year.
Amount of PIant Available Nitrogen (PAN) Produced Per Year
�7-_animals X.3 Tbs. PAN/animal/year = �`�` 6 lbs. PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
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.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
/ Table 1: ACRES OWNED BY PRODUCER .
"7r 4: Js Auny44-s c-o�ta s� 41> Mup 3itF,�.��o�
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
9 No. Tvne Per Ac. * Utilized AnMlication
Is
Htia
rill bl ..J
SO
�.�A
^���9S
4+ 1
7, 7,�
4! f
M- L k - CJr-Ti
11
AK i3
S.,•i1 lsr.�^�
Sn
17.3.) L
$
t, — ,4- r.
Total t�7. �o 1 g4IS9.-S I
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic_yield
expectation. T
NOTE. The applicator is cautioned that P and K maybe over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
allnutrients. This plan only addresses Nitrogen.
2

Table ?: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
{Required only if operator does not own
adequate land [see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table I.
Totals from above Tables
Acres Lbs. N
Utilized
Table I
Table 2
Total
Amount of N
Surplus or DE
sq 1q . S
Produced
licit
4 q q4 . o
NOTE: 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.
3

See attached fnap showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr) Amount (In.
1
4-171
G rnzr-
. (a
a
THUS TABU IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SMMAR TABLE W MZ
BE NEEDED FOR DRY IXI= OR SLURRY.
Your facility is designed for 1S0 days of temporary storage and the temporary storage
must be removed on the average of once every 6 MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 5, .4,-5�j ^ -
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Narrative
++of operation:)1e k&,, �s�++6r� � ��'s
L-
4Z �T ✓Gr t,. c--4T!, EA c+Hc! � ,+ i -4 1 G tX�S
-'61 M 1 ! a+1� 1 S a 11d 1 �+� 12, I
4 1-- O VLISG.CL7
^ 1, I- u.,r a L�1 1
_O's _ Ia
IJ `f+..'fi a n aC_
S r +-.% r +4;P
_, �n r_a.SG�_ _-"L.L 5 , Z L_ - -
-�S
o) ✓6ls r'c�
r :
NJ
4

REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoil� drift, manmade
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
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 waste, he/she shall
provide a copy 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 facility to secure an update of the Waste Utilization
Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
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, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application 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 that is eroding at 5 or more tons, but less than 10 tons
per acre per year providing grass filter strips are installed where runoff leaves the field -
(See FOTG Standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste 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 soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiitration 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 pondmg should occur in order to
control odor or flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.

;U � mlm �, ML J- -, Z A I jl -0
REQUIRED SPECIFICATIONS
(continued)
9. Auiml 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. 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 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 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 perennial waters. (See
Standard 393 - Filter Strips).
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.
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
wetlands provided they 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
6

REQUIRED SPECIFICATIONS
(continued)
18. 1f 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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall
be managed to maintain the liquid level between the markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 69 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 element. 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 for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) 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.

WASTE U77LIZATION PLAN AGREEMENT
Name of Farm: _ �L +- S
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require anew
certificatiou to be submitted to the Division of Environment Management (DEM) before
the new annuals are stocked- I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature: LAZh -LL 1 a Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print)
Affiliation:
Address (Agency):
Signature: _PDate: 97

0

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1 �
y
EXfUBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
LandownerlOperator Name: � Lt� nrnl l r tC.r�tr'� r i(___ �'r i. [� y� County:
Address: 1235" Pej W11 P4,
fl�l�, Ir.•,• , t,l. a$�o8 Dale: Z-7
Telephone:
TABLE 1 - Field Specifications
Field'
Nwuber
Approzhnate
Maximum
Useable Size
of Fleld2
(acrrrca))
Soil Tye
Slope
(°/a)
Crul t(s)
Mazhnam
Applicallon
I11ilc3
(IIJlir)
Mazluiun�
Appllcullon
per IrdCallon
Cycle3'
(biclLes)
Camntenfy
��. r?��
�1n�
ti—�.,
Pllf'.NA. �l•i'.ifA �.'4.!`
*!^
7
in.C-�'C-
/
A ,.:w
-
.
o
a
1 See attached map.
Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Teelutical Guide, Section Il G. A unial application must not exceed the agronomic rates far the soil and crop used.
l7
NRCS,-NC
TUNE, 1996

EXIUBfr D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Cu�{r.�,•� �G3� Ir��e 11cr sr, {(P D;��/ P",��,' �(.k`�" °_, $r.�/� tS:)/sJr. �L
Field Not
and
I! ydrant Not
Travel
Speed
Ut/min)
Application
Rate
(40w)
TRAVELLANE
Elreclive Effective
Width (fl) Lcn tlt (ft)
Wcttcd
Diameter
feet)
EQUIPMENT SETTINGS
Nozzle Operating Operatial;
Diameter Pressure Pressure Arc
(iucltes) r Gun (psi) Rccl (psi) Patten,3
Conuncnts
F�l f f
3.a
9a
{90
i.��1 r.<.re.s
tba
10v
��t .S
a �
I.���
r,
q,.1 S
��;"
,•r,i�
tM��
4f�
:say'
�.�1!�
9
S,N�
1��
tit
�'.1
1.1
2�
>.,,�r
- -
3 I I
a,��
�`i�
fan
I0n
-% , -'n
I See attached map.
2Sh0w separate entries for each hydrant locution in each field.
3Use the following abbreviations for various arc pattems; F (full circle), TQ (three quarters), '17(two thirds),11 (half circle),'f (one third), Q (one quarter).
May also use degrees of are.
NRCS, NC
JUKE, 1996

EXHIBIT D.3
TABLE 3 - Solid Set Irrigation Gun Settings
`Make, Model and Type of Equipment:
!
Field Nol
and
Llnc Not
Number of
I[ dranls
Wetter!
Diumeter
(feet)___Pipeline
hydrant Spuctug (fo
Along Bet►viceu
Pi pethies
Appliculiun
Riite
(In/hr)
OPERATING PARAMETERS
Noule Operating Operating
Diameter Pi•cssnre Time
(inches a Gun (psi) OD, If drum hr
Comments
G
ISce attached Wrap.
2Silow separate entries for cacti pipeline with hydrants in each field.
MRCS, NC
JUN>r, 1996

TABLE 4 - Irrigalion System Specificalions
Traveling
Irrl gallon Guri
Solid Set
Irri fallun
Flow Rule of SpriuWcr (gpm)
p/ I In
perating Pressure at Pump (psi)
Design Predpitution Rate (in/lu-)
61
[lose Length (reet)
D0
XXXXXXXX
Type of Specd Compcnsulion
C r,v�rre 1
XXXXXXXX
Pump Type (11'rO, Engine, Liectric)
,
Pump Power Requirement (hp)
t
TABLE 5 - '1T nist Block Speciflea (lolls
DesIVner muy pr-uvide thrust block detuiis on separutc sheet.
LOCATION
THRUST BLOCK
AR1;A sc , ft.
900 Bend
Dcad Erld
Tee
l,0
!See USDA-NIZCS Field O[lice'I'eclrnical Guide, Section IV, Practice Code 430-DD.
LX UNI` D4
MRCS, NC
.TUNE, 1996

EXHIBIT D-S
IRRIGATION SYS'CCM DESIGNER
Name:
Company:
Address: P. O. 2E --j-
Phone:
REQUIRED DOCUMENTATION
77te following details of design and materials must accompany all irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locations, trr1VC1 lanes, pipclinc routes, Iluzrst block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic !lead and horsepower requirements.
3. Computations used to determine all Mainline and lateral pipe sizes,
4. Sources and/or calculations used for delermining application rates.
5. Cornputalions used to delennine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, Iravelcr and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe: an(Uor USDA-NRCS standard for Irrlgution Winer Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DI).
8. Tlie information required by this fortn nre [tie minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address lhent its
appropriate.
9. Irrigation pipes should not be inslulled in lagoon or stornge pond enlbaitku)ents without the approval of the designer.
NOTE: A buffer strip Z feet wide or wider must be 1110n1tFnlled between the limits Of the 1rrlgatl0❑ syslelm and all 1)crelullal
streams atld surface waters per NC Statutes.
NRCS, NC
JUNE, 1996

r
NARRATIVE OF IRRJGATION DESIGNANDQPERATIQN
FQR
F & S FARM
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC pipe and schedule 80
fittings. The system is designed to accommodate the flow velocities, flow rates and the
pressure requirements associated with the Cadman 2625 Traveller. Air vents and thrust
blocks are to be installed as indicated on the drawings. Air vents will consist of using a
4"x4"x2" Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings(elbow and MIP
adapter) with an AV 150. The thrust block areas have been calculated and are listed on
Exhibit D-4 in the plan. The design of this system requires the use of two ring nozzles, a
.812" and a .712" ring. Each pull has a specific arc setting and travel speed which must
be used to achieve the desired application. This information is given in detail on page 2
of this design. Having known this grower for the last four years and being familiar with
his operation and the attention to details which he exhibits, I am confident the system will
be operated as designed. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling.
SYSTEM START-UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out hose at a speed not
to exceed 3 mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of line and pressure is slowly building on the
gauge. Increase rpm's slowly until desired pressure is achieved. Set all "Murphy" safety
switches to insure immediate shutdown of system if a problem occurs. Also, set the tuner
to shut off pump at the time a run will be completed -- but, make it a practice to idle the
system down instead of relying on the safety timer. Check all safety switches on the reel
after each start-up to insure proper operation. Read and review pages 9-17 in the Cadman
operators manual for additional details on start-up procedures. Grower should walk the
entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveller. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

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A.
STANDARD FEATURES
e Honda 4 hp. OHVengine a, Nelson. SR 100 gun a Gear driven telescopic
e Slewing ring turntable a Lift kit for gun cart stabilizers.
e 9SOLxIS flotation tires w Single chain drive on drum using heavy a Disc brake to prevent hose
4 gallonaluminum fuel tank duty traction pins recoil
0 Automatic gun cart stop 9 37x5" tube frame a Vx2S feeder hose
Hose build-up safety switch • 4 coats of paint a Mechanimtspeed
3 wheeled gun cart a Hest quality 2406 medium.density hose compensation
Pfted in camda

.j
CHART �4
IMINUTES REQUIRED TO WATER ONE. (1) ACRE
PRECIPITATION RATE ( ACRE INCHES)
GPtii
0.10"
0.20"
a.3a"
0.40"
0.50"
0.75"
1.00"
1.25"
1.50"
80
90
34
30
68
60
102
91
136
121
170
151
255
226
339
302`
424
377
509
453
100
110
27
2i
54
49
81
74
109
99
136
123
204
185
272
247
339
309
407
370
120
130
23
21
45
42
68
63
91
S4
113
104
170
157
226
209
283
261
339
313
140
ISO
19
18
39
36
58
54
78
72
97
91
145
136
194
181
242
226
291
272
160
170
17
16
34
32
5i
48
68
64
85
80
127
:.;:':1
170
160
212
200
255
240
180
190
]5
14
30
29
45
43
60
7
75
71
113
107
151
143
189
179
226
214
200
14
27
41
54
68
102
136
170
204
CHART
RETRIEVE
RATE
(INCHES PER MENNUTE )
MIN- /
LANE SPACING (FEET)
ACRE
100
125
150
175
200
225
250
2 75
300
20
":'
*#* 174
149
131
116
105
95
87
25
167
139
119.
105
93
84
76
70
30
174
1-9
116
I00
87
77
70
63
58
35
149
I19
100
85
75
66
60
_4
50
40
13i
105
87
75
65
i8
52
48
44
45
}}6
93
77
66
58
>2
46
42
39
50
103
84
70
60
32
46
42
38
35
60
87
70
58
50
44
39
35
32
29
70
75
60
4;0
43
-7
33
30
27
25
80
65
52
44
37
33
29
26
?4
22
90
18
46
9
33
29
26
23
21
19
100
52
42
26
? 3
21
19
17
125
n2
33
2S
24
`:21~.`'.'
19
17
l5
14
150
=5
28
14
13
12
I
=0
24
0
i7
15
13
12
11
10
200
26
21
17
i
13
12
10
10
250
2I
17
14
12
10
300
17
14
1
10
50
15
400
500
0
V**
17

100 SERIES BlG. GUNS 240 TRAJECTORY_
100 T TAPER BORE NOZZLES- U.S. UNITS
P.5.1.
NOGae
GPM•5 CIA.
Nozzle
I GPM DIA
Novae
I GPM 6" CIA-
N0L'le
I 65-
GPM pIA,
NO2_te
GPM CIA.
Nozzle
( GPM' CIA
Ncz_le
GPM H" DIA.
N11 z11
( GPM DiA
Ncz;le
GPM
o_ pIA.
No22fe
I GPM10- pIA.
40
47
191,
57 .202'
66
213'
78
222'
91
230-
103
240-
118
250'
134
256'
152
262'
50
50
205'
64
74
225'
87
235'
100
245'
its
256'
130
265'
150
273'
=165
280'
204 300'
60
55
215'
_ _215'
69
227'
81
240'
96
250'
ill)
260'
126
270'
143
280'
164
288'
1B2
295'
224 316'
70
60
225'
75
238'
88
250'
703
2fi3'
i20
275
136
2B3'
t55
295'
177
302'
197
310'
243 338'
SD
64
235'
79
248'
94 .
260
110 1t0
273'
t28
285'
t46
295'
165
305'
1B9
314'
210
325'
258 `''- 354'
90
fi8
245'
63
258'
t00
270'
177
2B3'
735
295'
t55
306'
175
315'
201
326'
223
335'
274 362'
100
72
255'
87
268'
1p6
2B0'
123
293'
143
305'
163
316'
185
325'
212
336'
235
345'
289 372'
710
7fi
255'
92
278'
t n
290'
729
303'
t50
315
171
32a'
195
335'
222
344,
247
365'
3G4 380,
�..
'Available only vmM.FT00 8 SR100._'.'_;...
:
]06 R RING NOZZLES
- U.S.'
UNITS
-
`
P.S.I.
Ring
GRU 112,
DIA-
Aing
I GPM768"
CIA.
Ping
GPM"Hi2
D:A.
Ring
GPMB57"
CIA.
Ping
GPM895"
DIA.
Ring
GPM9Z7^
DIA.
Ring
I GPM965"
DIA.
50
74
220'
88
225'
700
230'
115
240'
729
250'
150
255'
' 167
260'
60
81
235'
96
2a0'
110
245'
i25
260'
14t
270'
7fia
275'
163
280'
70
88
245'
104
250'
118
260'
135
275'
152
290'
177
295' -
198
300'
Bo
94
255'
ill
265'
127
275'
145
285'
163
300'
189
305'
211
_
315,
90
99
265'
117 ... _
275'
134 _
MI.
154
295'
173
310,
201
315,
224 -
. 325'. . -
100
105
270'
124
280,
142
295'
162
305'
182
320'
21,2
325'
235
335,
110
110
275'
130 ".-'-290'
_
149
305'.
_
170
315'
191
325'
222
335'
248
- 345'
The darter of throw, is apprtotdmately 3% less for the 21 trajectory
a x „s
l t i50 `SERIES BIG GUNS - 240''TRA
: ]50 T-TAPER BORE NOZZLES - U.S. UNITS
.+
JECTORY
angie�6%iemTor Ycr—
��
PS.I.
Nozzle
GPM A DIA.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nezzie
GPM DIA.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nczzle
GPM DW
50
100
250, I
130
270'
165
290'
205
310'
2$5
330'
300
345'
1 350 _
360'
60
110
255'
ta3
285'
182
305,
225
325'
275
345'
333
385'
285
380'
70
1210
280• I
755
� -300'
197
320' _
245
340'
295
360'
355
390,
415
395'
80
122
M.
165
310,
2l0
335'
260
355'
315
375'
380
395'
445
410,
90
135
300'
175
,�� 320'
223
345'-
275
365'
335
390'
406
410,
I 475
425' -
100
743
310'
185_
330'
235
355'
290
375'
355
400'
425
420' I
5G0
440'
110
150
320'
195
340'
247
365'
305
385'
370
410'
445
430'
I 525
450"
120
157
330'
204
350'
258
320
395'
385
z20'
465
440'
1 545
460'
.- `150 R RING NOZZLES - U.S. UNITS
n
PS.I.
Wing
66-
GPM
DEq.
Ping
.97"
GPM
DIA.
Wing
1AE'
T G?,V,
DIA_
Ring
1-18"
GPM
DIA.
Ring
1-25"
GPt.1
DIA.
Ring
1.34'
GPtt
CIA.
- Ring
I tA7"
GPM 07A.
50
700
245'
t30 --
265
165
285'
205
300,
255
320`
300
335'
350
350'
60
:10
250'
1
280'
182
300,
225
315,
275
335'
330
350,
385
365'
70
120
Vol
155 !,
290,
197
310,
245
330'
295
350'
355
365'
415
3130'
80
1211
280'
165
300'
210
320'
250
340'
315
360,
380
380'
445
39$'
90
136
290'
175_��_-
3t0'
223
230,
275
350'
335
370'
405
390'
475
405'
100
143
30G'
185
320'
235
340'
290
360,
355
360'
425
400'
Soo
415'
110
150
310,
I 195 --_`
330'
247
350'
305
370'
370
390'
445
410'
525
425'
120
157
3.5'
204
335'
4 258
360'
320
380'
385
Zoo,
465
420'
$45
-
435'
aPPrpz,ma,e,y 4ies5 for me [i- trajectory angle - "i! s - cLZr-
200. SERIES BIG GUNS - 270 TRAJECTORY;*
200 T'TAPER BORE NOZZLES - U.S- UNITS ..
P.S.I.
GPM DIA.
GPM µ101A.
GPMo2"1DIA.
GPMo3Z1CtA.
GPM74IDIA.
GPMSIDSA. I
GPM 61D1A.
GPM 5{DIA.
GPM 1.9IDIA.
60
250
345'
l 2M
3551..
330
375'
385
390'
445
410'
515
430-
585
445'
695
47(r
025
495'.
70
270
380,
31'J
380' _-
355
395'
4i5
410,
480
430'
r5
450'
630
465'
755
495-
890
515,
80
290
375'
330
I
395'
380
410'
4a5
430'
I 515
450'
S90
470-
675
485'
805
515'
950
535'.
90
310
390'
350
410,
405
425'
475
445'
Se5
465'
625
485'
715
505'
855
535'
",35
555'
700
325
400'
370
420'
425
440'
500
460'
575
4.90,
660
500'
755
520'
9D0
550'
1060
575'
110
340
410'
390
I
430'
445
d50'
525
a73'
605
49$
695
$15'
790
535'
945
5e"5'
1110
590'
120
355
420'
405
"a,
465
460'
545
480'
630
505'
725
530'
825
550'
985
580'
1160
1
OD
370
425'
425
445'
485
465'
S65
483
655
515'
755
540'
860
560,
1025
590'
1210
620'
20& R RINIs. NOZZLESt- U.S. UNITS
Pis L
1 '-;' Ping t lg" Ring
I:-29" acual) {1.46' actual)
GPM DIA. GPM DIA.
t '- ;3 ng
[7.56' actualy
GPM DIA-
1 =a" Ring
j1,66" actual)
GPM pIA.
1 ?4' Ring
11-7a actual)
GPM DIA-
1 5e' Ring
(1.83' acual)
GPM DIA.
2" Ping
41.53" actual)
GPM DIA.
50
230 325'
300 355'
350 370,
410 390'
470 405'
535 420-
640 435'
S0
290 340'
330 370'
385 390,
445 410,
515 425'
585 4a0'
695 455'
77
270 355'
3S5 385' -
415 405'
480 425'
555 440'
830 455'
755 _475'
I
80
290 370'
380 400' _
4.45 420,
515 a40'
590 455'
675 470'
805
90
310 380'
405 - 415'
475 111
545 455'
625 470'
715 48.5'
_490'
- 855.. 505' -
325 390,
425 425'
500 445'
575 465'
560 480'
755 500'
900 520'
340110,445--525
455'
605 475'
645 a90'790
510'945
535't20
L1110
355 470'
465 __ _ �5'
545 465'
630 485'
725 Soo,
825 920, _
9B5 545'
130
370 415,
ASS 450'
5155 470-
655 490`
755 505'
_
860 $25'
� 1025 � 550'
1ne diameter of throw is approzimalery c-+r<,ma w, �� o �. ualecm,y angle, t-4b less tar the 21- trajectory angle. - The 61G GUNY performance data has been obtained under ideal test conditions and may be adversely affected by wind, poor hydra,UIEC entrance conditions or other factors_.
Nii Irrigation -Corporation makes no representation regarding arcplel condition, unilormity, or application rate.: -
7.

ENGINE DRIVE Curve 4117 Page 1.01
Dated 1-3-72
CrR: mo.,iw C. I Pmso- —923
—0, Na. 4-'92S
VARIOUS )LF,M. - cmi"
w~w C. I PRtLm- L-3076
mmm- L-3077 ara '3-/2" rJtL
7 D.S L f., 1— .1
I— me. F.
55Q MAJ­U, WORKING PRESSURE 24- PSG
:x -2
30
E
t .............
210
5LM
�1116,
...... ...
.......
450
q. ..... . .
L
..... .. ....... ...... . .... .. ... .. ........ .
. ... ...
...... ........ ..... .... ......
...... .... ..... ......
. ...... —i ......... ...........
....... . .. .
. ....... ... ................ ....... . .. ..... . ....
.0 z
400 .... . .....
......... ............
... Z100 ........... .
... ... ....
.... . ......
6---j— 4
........ ...
t 350
m..........
.. . ....
r.
-.4 .
f
....... ...
........... ..... .
-K "00
A / . .. ....
......
Z. ......
........
[.20c
.. . ........
........ . .. ...
.... . ... ..... - :!­:.:-
......
x 250
............... 0
K 200
.. ....... .....
....... . ..
.............. ...... ... . ... ... ..
. .......... .....
.
400 ........ ........... ...... .....
............ ..
. ......... ........
----------- I ... ... ....
... . .... .........
........... ........... I
.........
.......... ..........
............ .......... ......
J- .......... ......
. ...... .
.......................
...........
10
-4,TDSL
...........
......... ...........
.......... .........
04 --------- - . ..... —`5
..........
........... ....
..........
­- ....... ..... .... -A, ........
...... . ......... ------
0 '00 .50 200 250
30-0 350 400 450 500 550 600
650 700 750 0 q-70
CAPACrTY IN U.S. GALLONS PER MINUM
C - 9.r.a on 7-2e05 :-70A5 Dww 5-"-7-
t2-22- I moDELB2J-JQBL
ca". u.tt" C. I . P.rL Na. H-, 92S
M-h.N& H-i638
VARIOUS FLP.M. cyclos
u.pww: mtww c- I. PaL Na. L- 3004
Yacn. No. L-303-,- Dis- 13-1/2" FULL
I
MA..-VM 'A;CPKING PRESSURE 2-7 PS!
30
?v . .- .. .. . .
...........
.. ................ .... .. ..........
.... ..........
...... --------
........ .. . ........ ... 4 - --------- -
........ .......
. .... ........ .........
.. . ..........
20
-------
.... .... . . .
....... .......
':
......... ........... i
............... ........ - ---------- ---
----- ---- - ........ ... ..........
............
!qo
-- ... .
.
................ I
.... .... .... .............. .............
... ........- ----- ....
10
,.......... ....
. ....
...... ........•..... ..
. ......
-----------.
..........
............ .....
Z
.........
'N'p
. ............... ----------- ........
.......... ...... .... —
............ ...........
. ........ .. . .. . .....
t 350" .... ... ........ ....... ......
............ ... ........ — ..........
..... ........
..........
3W
....... ...... .............
j .. ..... ........
.......... ........
V
...
....
..........
. . ..... 49,,
:E ............
.... ........ . 7 . ...... ...........
m f
J..
j—
. .... .......
...........
..... . ......
.............
I'j
mho...........
qo 1
.
..........
L
............
.. ........ ---- ---- --j TOSL
........ . .
.........
........... .
30 iOO 150 200 2 qC
',4� 350 400 450 50C 550 600
650 700 7410 300
CAPACITY IN U.S- GALLONS PER MINUTE
C-7046
MODEL B 2-r J Q B M
C-7046 a.,n- T-2504 sw—
D— 5-3-71
10-27-7.
81211

LISTER/IVECO POWER UNIT
WATER-COOLED
January 1, 1996
LPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2500
LPW2
9
10
11
11
12
13
13
15
.380 @ 2000
LPW3
14
15
16
17
18
19
20
23
.380 @ 2000
LPW4
18
19
22
23
25
26
27
31
.380 @ 2000
LPWT4
28
31
33
35
36
39
41
43
.400 @ 1800
80311.
34
36
39
40
42
43
44
48
362 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:
Gallons/hour = Actual hp x lb/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature— 2% per 10°F above 85°F;
Altitude — 3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature — .3% per 10°F above 85°F;
Altitude — 2.5% per 1000 FT above 500 FT
•
rI
0

SPECIFICATIONS DATA
Diarnono IFS pressure-fri(el: PVC pipe t2"
through 12") is mace of cc;mpounds contorminc,
to Irate, ,equirenie;vs oSTIJ, F-122- 1 rr,
2Ccoroance with A.STM p173= T,'+e pipe sires
(c•' mrouon 12") are rrl2de with an imegr2i
belt wniCr- utilizes a gasket for sealing in
accorclarce tth the requifements of AS T t,1
F477 in;-aral socl:eis for solvent cementing
meet tree requirements set forth in AST�IVI
D2o72
❑iamonc, tPS pressure-'at=d pipe ireeES a!!
the dimnr.sional. Ch:.flit^Gi and PnvsIci-;
requIrem --- nis 2s out[:net: ir.. ITN, D22` 1
Eacn I'.'lale e nc s`lall ;1e t:)EveleC to Ic l�tc lr_
1(jiillnd G�V rete'ence ;m:nri ec for
[)roper 4ez%t:1 of m ,senior r11onC :rrirsri�'•:'
lubricant is io be used .ri the lci:nfng` prc--ess
Cliamonc fPS pressure.;aZed pipe Is supplle(I !f
20"foot 1, :gths
Y '4 T`�y'sf"�i�+.r?•"•f+ter -}� �' :�FY.-y +:;.: �L'y`f;,S'� ..=.
: �:f�A �r.�Y�••..i*^�r�� ��rr. �..,,
y_e�ryYr�r`S•,Y��"�.•.-:, i<°�%y
•�_Ir'
'ran'"•.'"•�e,+t y4. .." .- ;-�;�•^
�+"-�' �1�'.-,r•�...:I�. ,�t��. ,.��.(���
PROPERTIES OF PVC 12454-B (1120)
Property
ASTM
Minimum
Test
Specific Gf-=vily
n 792
1 40
T ens;Ie Strength. psi
D 638
7.000
i ei,4sde tAodulus, ps;
rD 6-16
-,00 000
IZOD Impact Sirencin.
D 256
65
lb /in
ASIM TEST
_ Dati•s Floiauon Er,:
C
la"Ic'e ii7
C-hange to Flex .Sl;tngll-
is _' _•qua ai 23' C
.i
�5
+
r:�lnl[I+i++tI
+ ursc: Ii:nIIE

r
Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
O.D.
C
Size
Gasket Race
Socket Depth
' 2
3-166
4.500
• 21/2
3.719
6.000
3
4,434 -
6.000
4
5.603
5.000
6
8.252
6,250
8
10.420
6.500
10
12,762
7-500
12
14.952
7.500
0-2241 Pipe Dimensions
Minimum Wall Thickness
D.$785
S-te
C.D
SC!, -0
Yz "
.840
.109
V,"
1.050
.113
1
1.315
.133
1
1.660
.140
1 '�l
1 900
.145
2
2.375
.154
2'12"
2.875
.203
3 "
3.500
.216
4 -
4,500
.237
5
5.563
.258
6
6.625
.280
8
8.625
.322
10 " 10.750
.365
12 " 12.750
.406
SOR 135 SDn.21 SOR-26 SOR-325 SOR<1
315 PSI 200 PSI 160 PSI 125 PSI 100 P51
062
.060
063
.079
.090
.113
137
167
.214
2b5
.316
410
511
.606
.064
.073
.091
.110
135
.173
.214
.255
.332
.413
.490
056
058
073
088
108
.138 110
.171 136
204 162
265 2'0
331 262
392 .311
lmond's IPS Pressure -Rated PVC Pipe coupler
..,aets the requirements of ASTM D-3139.
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
Y,ov B
ARK 1$I
o due[ O.D.1
T� r
TSji` ,1F-� eE A ,, ^ L D_ I I_
r\ Rye Ser Gasiet
PirC
A
B
D
512c
lnsCrl
Sul' ,Ct
D1alnctcr
-
3
4 1 /_
3 118
-
$
5 1A:
4 7/16
5 1/2
lr_'
6-
5
6
7 13/16
8-
5 1/3
6 7/8
10 1/8
10-
5 314
7 1 r'
12 I /'_'
12-
6
8 1N
14 11/16
Short Form
Specification for Diamond
P,VC Irrigation 1)i1)e
ASTM-D2241-SDR41,32.5,26,or21
Diamond PVC Irrigalion Pipe shall be made of
compounds conforming to ASTM D17y.1 with a
cclf classification of 1245413. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical requirements as outlined
in ASTM D2241,-Anncx, ANSUASAE S376.1,
and SCS 430-131), and will be supplied in 20 fool
laying lengths.
-Inquire for availability
III

INSTALLATION 0v
.1j .)iamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the lnstallafion Guide for PVC Water
Pipe (a ''pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
)embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe. in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine dhe parts to make ce: Tan they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED I;ANG£ OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY'
FOR C.RASVE AR NIATERIALS IN PAREN'TIIFSIS"
CLASS OF EMaEDMENT I
I I1
I III
j Iv
Mvu,liCtu�
M.ATFIuAL O. $CZLMO.N 0—.4.
5,4 and C—A
M,.1:0 Gran
Firc Gain/
µalc Ws
SpJ' 471can
SO
SMS
j
pPU- nr..,.,,.n<cor..e,unn1:
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So.1 Cru..ul.Jm.4a Me �d 1 a a: P-1-10-'n. 11:..e1 0a—y Rmre
Comfucl nr l,a-c, s„npc, 95-100
95 IL1} ( 95 100
90-100
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Table a, OFSCCIMO, nI' CNIIIF.DMr.NT M-TFRIAL CLAX'SII IC'A ulil..l
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f.r 1.., Tuw, N.. , ..r•. Fl..r In.n o5a r.,...�-J .+ A. 4., ...-. I L p
SI•
r
r.wlr r„d<J .uda ..J l...rur ,v.dl. I.u4 •..w. f.r., FL,. .. 4K ..1 ... r
1.«
Ir w.Lw r„w, M- I .:r : M... u,M Yla, .....w:J .+ �.• 1., •: L'Cr
Ca., 111 $..d,•
CM
S.11, r.,-d,. r• I .w ..4 �..: fu'a . ., ..J ...., r.....- ..,...a ...
N. r I.r <_ M— N.A L,a rru.x,la.+ M.. :.. •w .
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sn M.,. r Yir.<_ M..r ,I.r lrK ..u...J .., n.. 71•, ....:
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cli
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LL IN i.n.. we.. a.d n 0.7 ,1.. ni L•- ,J. „• Lam_ _ s.....r....•..
MM
R
S—, w, .,Sf.ncd w ASTM U2,cl, carrp1ZC3...S...,w,.•I .n. u.< J: rr..1 .r .,l M i1;,:!
1. ,:u d_l .... ASTM U :,17. Ica, .h.n 5+.
la Md..c AS TM U 711i1 -...:I, n X l; r,. , _ ... •, f,Sl •n ..«i-•1....
,.., .M. gem«r rl.v.<,<ri.,ir of CI„• III .n .J cL,. 111 ,
The haunching area is most important to If.e support of
P%'C pipe. 'For good support, the Imunching arr,L, should be
compacted to the densities given in the Long berm
Deflection Chart.
Figure 2
RMEGXI[13�
il.l.
I
I
I
... ...,r 91" ✓, I.r nk ... .1., I- . ...... ..0 ..J .In ur.1, •
4.fkr...'I",[I.d r I 11« 4' .. .... ..F .1 ... 1..'-'Jr r..Ir, . -I
Ac. Jr,.l« .I.<. N..,.. .. .F .. .... ...,.... ., 1.• ,I• .I.

C
I C
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure I'gives an example of
different arrangements for thrust blocks.
1
1A
Figure 1. Example of different arrangements for thrust blocks. ,
-5-

EMERGENCY ACTION PLANI,A�ERQc4E,' D TYSEoN
PHONE NUMBERS
AUG 1 2 1998
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) :40n-a'od;O)29:Q-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor. -
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately -stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
"-move bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids {f.)INlaintain lagoons, settling basins and
pits where past breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation WMaintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
IDry Systems)
Feeders Feed Spillage I I Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g. 7-1 O day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues {) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes {) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC—November 11, 1996

r a
Dry Manure Handling
Systems
Accumulations of animal wastes
(► Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(j Provide for adequate drainage around manure stockpiles.
(� Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
c
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27 69 5-7 613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
( egetative or wooded buffers;
[ Recommended best management
Ctices;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
(} Dry floors
Floor surfaces
Wet manure -covered floors
(] S °tted floors;
(til'VjGaterers located over slotted floors;
{ F///F ders at high end of solid floors;
{ crape manure buildup from floors;
[ ] U derfloor ventilation for drying
Manure collection pits
Urine
( Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
(] Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
(
Dust
wmaintenance;
( nt air movement
Indoor surfaces
Dust
(ashdown between groups of animals
[ ] Feed additives;
[ } Feeder covers;
(} Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
(] Flush tank covers
liquid whiles tanks are filling
(] Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
(} Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
{ ] Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
(} Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
(] Box covers
or junction boxes -
conveyance
End of drainpipes at lagoon
Agitation during wastewater
(] Extend discharge point of pipes
underneath Iagoon liquid level
Lagoon surfaces
Volatile gas emissions
(01hoper lagoon liquid capacity
Biological mixing
( Correct lagoon startup procedures
Agitation
[ ] imam surface area ratio
( Minimum agitation when pumping
[ } Mechanical aeration
[ ] Proven biological additives
Irrigation sprinkler nozzles
High pressure agitation
l J-gate on dry days with little or no wind
Wind draft
{ j/ftA- um recommended operation pressure
[ ump intake near lagoon liquid surface
[ } Pump from second -stage lagoon
AMOC--November 11, 1996

• Storage tank or basin Partial microbial decomposition
surface Mixing while filling
Agitation when emptying
{ ) Bottom or midlevel loading
{ I Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (} Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading {) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions (} Wash residual manure from spreader after use
{ } Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces (I Soil incorporation within 48 hours
(► Spread in thin uniform layers for rapid drying
{ I Proven biological additives or oxidants
Dead animals Carcass decomposition KProper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage WGrade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter f
Manure tracked onto public Poorly maintained access roads
roads from farm access
Farm access road maintenance
Additional Information: Available From:
Swine Manure Management; 0200 Rule1BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landownerrntegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
iL�,de000e�
{Landowner Signature}
AMOC--November 11, 1996

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

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Bud Rouse PAGE
Mt. 01 ive,
_ TYPE AND SIZE 2441 • topping
"` OPERATION
CLASS 111
DESIGNED BY Jimmy Vinson
DATE 4/ 9/91
APPROVED BY Jimmy Vinson
DATE
PERMANENT STORAGE
44: Hc,3s 1 5 i tos Fier hog 1 Cu Ft per It.. = ty4:W:0 Cu Ft
TEMPF-IRARY STORAGE
'30480 IL-5 of artimal „ 1.35 cu. ft. of waste per day 0 07 Cu Ft
per 1000 I bs of an i rr,a I wt. :. 1=0 days
RAINFALL LESS EVAPORATION
7" X/ 72,r-00 sq. ft. surface area per 12"per- ft 42:=:5(_) Cu Ft
RAINFALL - `F, YR . 1 DAY STORM
r. :: 7'21=•00 sq. ft. of surface area Fier 12" per- ft. 4F_:75 Cu Ft
TOTAL STCIRAGE NEEDED
Cu
Ft
1:4
Cu
Yds
TOTAL STORAGE AVAILABLE
5023550
Cu
Ft
1 _650
Cu
Yds
AMOUNT OF FILL DIKE
9_:500
Cu
Ft
PAD
193500
Cu
Ft
TOTAL
Z:-:7000
C.0
Ft
SETTLEMENT 10%
28700
Cu
Ft
TOTAL AMOUNT i tF FILL
_:15700
Cu
Ft
Yds
CUT TO FILL RATIO TOTAL EXCAVATION
4 0 S
Cu
Ft
1.3: 1
15114
Cu
Yds
L_A-*%J.osJ Aj >w-S P—:L-
3 �-K rz:� r//✓ !mob oA) � U 1 x A 4�3
AC .o 5 �► col LS cA-a-c�.e_- o/j fit_t4ll P 1,144 5-�f
6.omPrfc4

.NAME: Bud Rouse
j�PPR! �X I MATE ANNUAL NITROGEN (N) AND PHOSPHORUS HORUS (P) PRODUCTION
N : 57900 LE: P : 1 r_-8G.' _. L%
,- TONS OF WASTE STORED: 4: 18
i:EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALY ED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NC:DA LABORATORY
IN RALE I GH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. Z76'11
PHONE : 91''- 7 .µ;:55
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE D I Sk; AND A
COVER CROP SEEDED i--,Ft A RC1W CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT C:iWiULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LANs} REQUIREMENTS FOR WASTE APPLICATION
244;3 cap.ac i ty Feeder- to Finish operation.
Land Avail. Land Required
25.0 3=.7 ac. of cr-pland planted tc, tarn
0.8 ac. of coastal bermudagrass-"-grazed
5.0 14.2' ac. of coastal berraudagrass--Hay
5.0 ...4 ac. of fescue --grazed
IE�.:G:: percent of I and requ i red i s ava i I ab I e
3
0 sc-w Farrow to Feeder operation:
Land Avail. Land Required
C) 0.0 ac. of cropland planted to corn
0 0.0 ac. of coastal bermudagrass--grazed.
0 i=)Rc_) ac. of coastal berraudagrass--hay
0 0.0 ac. of fescue --grazed
ERROR perce t of I and requ i red i s ava i i ab I e
0 sow
Farrow to
Finish
operation:
Land Avail.
Land Required
Cy
Q.0
ac.
of
crc-p I and planted to corn
0
C1 0
ac .
of
coastal ber-mudagrass--gr-a ed
0
0.0
ac
of
crustal berraudagrass- -hay
C>
�i..
ac.
of
fescue --grazed
ERROR ;percent of i and requ i red i s ava i I ate I e
BEGIN PUMPING THE EFFLUENT WHEN s^
THE FLUID LEVEL REACHES Outlet pipe e i . '
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN 3.0' e I . -01111M='
------------------------------
�`NE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRGATION

PAGE :_
NAME: B'ud Rouse
•
OPERATION AND MAINTENANCE
i ,, i s ! agoc�n is designed for waste tr-eatrnent with minimum odor
control. The time required for the planned f l u i d level to be
reached may vary due to so i I conditions, flushing operations, and
the amr-unt of fresh water added to the system.
Land app l i cat i c,ri of waste water- is recognized as an acceptable
method of disposal. Irrigation by using center- pivot, gun, Cir-
tr-ave I er i s the prefer -red and most eff i c i ent method to d i spore of
the effILient from the Iag_or,. Care should be tat err when applyiF13
waste to prevent damage to the craps and to prevent runoff from
the fields.
The fo I I owi nq items are tc, be carried out:
1. Beg i r, purnp-out c,f the I agoon when f l u i d I eve I reaches i river-t
of the outlet pipes or at a pre -determined elevation.
Stop pump -out before the lagoon depth is less than, r feet
deep or at a pre-deter-rn i ned depth. (This prevents the loss of
favorable hatter i a)
The recommended amount to app l y per i rr i gat i c n i s 0Fie i nch.
and ma.: i-murn r-ecorrimended app I i cat i.on rate i s 0.5 i rich per hour.
4. It is recommended that the treatment lagoon be precharged to
its capaCitV to prevent e"CessiVe odors duririg beginning
::;ages of the-,perat i ran. Precharg i ng reduces the concentration of
the initial waste entering the lagoon thereby r-e.duc i ng odors.
Solids should be covered with -water at all times.
5. Keep vegetation can the embankment and areas around the lagoon
and b.0 i l d i ngs mowed.
r Repa i r- any roiled areas and estab I i sh i n vegetat i or,
7. The C:I can Water- Act of 1577 pr,--,h i b i is the d i schar-ge of
peI!utants iFitt. waters of the United States. The Department of
Env i ronme'nt, -Health, and Natural Resources, Wastewater -
Management Section, has the responsibiIity for enforcing this
law.
D All surface water is to be diverted from the lagoon to an
adequate and stable cutlet.
CERTIFICATI111N:
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand hc1w many
acres are required in order- to land apply the waste and that
the lagoon may have to be pumped 2 or more times a year. Th i s
design has been expIained to me and I agree with a I I provisions
-•tated in the design. I a.I so cent i fy that there are no res i dence
Sher- than mine or- my tenants' within 750 feet of this operation.
"Junderstand that comp 1 i ante with this design DOES NOT prevent
Someone from suing me because of nuisance or other- reasons.
F /
Signature _ om___--__-Date_J�a��, _

NAME:' Bud Rouse
SEEDING SPECIFICATIONS
'r^REA TO BE SEEDED
APPLY THE FOLLOWING
USE THE SEED 1y1 I ;tTURE
INDICATED
"I
..)
3 AC.
_ 000 LES . FERTILIZER
6 TONS DOLOMITIC: LIMESTONE
300 i DALES SMALL GRAIN STRAW
150 LBS. FESCUE GRASS
105 LBS . OATS
15,C) LES . BAH I A GRASS
12:_: LL:S . WEEPING LOVE GRASS
:-:6 LES. HULLED BERMUDA GRASS
60 LBS . UNHUL.LE 1D BERMUDA GRASS
DIVERT ALL WATER; TO A STABLE a_JUTLET
THE NEAREST RESIDENCE IS 1100 FT.
T.B.M. 50.0 ft. ELEVATION
DESCRIPTION hub set @ sta. E 0+00
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR' PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY ( :C)) DAYS FROM THE TIME THE'BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF,GRASS.) SHAPE AREA TO BE SEEDED.
INCORPORATE LIME AND FERTILIZER AND PREPARE A SEEDBED. SECURE
MULCH AND FIRM SEEDBED WITH A DISK', C:ULTIPACKER, OR SIMILAR EQIUIP.
PAGE S

-NAME. Bud Reuse PAGE 6
DEPTH [ AREA OF TOP + AREA OF BOTTCIM + 4 is AREA OF MIDSECTION]
VOLUME _------------------------------.-__
---------------------------
6.0 27
. DEPTH C L x W + L X W+ 4 :; L X W ]
VOLUME--------- -------------------------------------.__
!_. 2 7
-1. V C 1 C� !4 mac) + 16.5 :4 2-75 + 4 X1 _ /. 29 1
VOLUME=--------- --------------------------- ------
6.0 7
C =357001
VOLUME _ ---------- --------
�_,, ci 27
5 o3, 55C) . C-) CU . FT.
VOLUME _---------
27. iy
VOLUME w 1 _3r.50.0 CU . YDS .
4' E:511.C_, cu. ft. needed
SIDE SLOPES 2.5:1
4

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Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; 2) excess rainfall
after- evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated -from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average
of g inches of excess rainfall will need to be pumped each
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 from buiiding(s). If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crop, and
equipment to apply waste to prevent runoff or leaching)_
F :.his lagoon the maximum elevation to begin pump ng_is
feet and the minimum. elevation to pump to is S feet.
The design tempo rar storage, less 25 year storm, is .I'L2 457
cubic feet ore?12 ?j aI1ons. As stated before, this volume
will vary considerably from year to year.
This lagoon is -designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial fi I l ing.

ATTACHMENT A
Page I
WASTE UTILIZATION PLAN
Producer / County_
Address [/ � / U /:�(� Kind of operation 11,5--5
Type of Waste Facility,
Your animal waste management facility has been designed for a
given storage capaciy . When the waste reaches the designed
level, it must he land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on 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 and annual soil tests
are encouraged so that all plant nutrients 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. 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.
Soil types are important as they have different infiltration
rates and leaching potental. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid -drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to. planting._ Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
animals xwaste /animal/yr l total waste
produced.

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner �c� o� _ r (�r) .0 J - -� County L_)'0 i
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
-'�'-Cli
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.
1
2
Describe potential for loss of life and_gamage to existing or probable futp re downstream
improvements from a sudden breach j & 6 9— 4'Z/V
Hazard Classification of Dam- b,-c) (see-NEM=Part 520.21)
Dam Classification {I II, III, IV, V)
M.
f( name
e
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Da to ,�
Date

-rECEZ-1VEE)
wa; E-R 0UAL r(,9EQ0N
POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone] 'A 7 t 21998
December 31, 1993
Mr. Frederick Rouse
Rt. 1, Box 127
Albertson,'NC 28508
Re: Frederick Rouse, 1224 Head Finisher Addition
Dear Mr. Rouse:
I am enclosing a copy for your use of the project design and site
location for the above 1224 head finisher addition.
This project was designed based on the guidelines established by
the SCS office.
The Waste Utilization Plan prepared by Mr. Billy Houston, Duplin
County SCS, is included with this design.
Please contact me at (919)-289-2111, Ext. 524 if you have comments
and/or questions concerning this package.
sincerely,
MURPHY FARMS, INC.
P.E.
roject Engineercli
JRL:smw
Enclosures
cc: File
l Steve Wall (Letter Only)

..yam; -
MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Frederick Rouse Addition
Date: 12/31 /93
OPERATION AND MAINTENANCE PLAN
Page 1
This lagoon is designed for waste treatment (permanent storage) with minimum
odor control. The time required for the planned fluid level to be reached
(permanent + temporary storage) may vary due to soil conditions, flushing
operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume based on:
1) waste from animals
2) excess rainfall after evaporation
and 3) the largest 24 hour (one day) rainfall that occurs on the average
of once every 25 years.
The volume of waste generated from a given number of animals will be fairly
nstant throughout the year and from year to year.
This estimate is based on 7_0 inches of excess rainfall which is equal
to or exceeds the highest 6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess
rainfall will need to be pumped each 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 the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to indicate when pumping
should begin. An elevation must be established to stop pumping to maintain the
minimum treatment depth of 6 feet.
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.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 2845E
Farm Operator: Frederick Rouse Addition
OPERATION AND MAINTENANCE PLAN (continued)
-----------------------
The following items are to be carried out:
Page 2
1. It is strongly recommended that the treatment lagoon be precharged to 1/2
of its capacity to prevent excessive odors during start—up. Precharging
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 pump —out of the lagoon when fluid level reaches elevation 100.50 feet
as marked by the permanent marker.
,Stop pump -out of the lagoon when fluid level reaches elevation 97.90 feet
or before the fluid depth is less than 7.40'" feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume less the 25 year — 24 hour
storm volume is - 65,476 cubic feet or 489,759 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
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.
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 Environmental Management, has the responsibility
for enforcing this law.

. :�-•.:ter""' - .�r�;
MURPW-FARMS, INC.
P.O. Box, 759
Rose Hill' NC 28458
a Farm Operator:
Date:
Frederick Rouse Addition
12/31 /93
SEEDING RECOMMENDATIONS
------------------
Acres of Fescue Grass:
Acres of Bahia Grass:
Acres of Hulled Bermuda Grass:
Acres of Rye Grain:
Acres of Rye Grass (Temporary vegetation):
Total Area to be seeded:
Use the following seed mixtures indicated:
0.0 ..Lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0
0.0
0.0
3.0
3.0
6.0 Acres
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs.' Rye Grass 940 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application
Page 1

MURPHY MRMS, INC.
-P.O. Box 759
Rose Hill, NC 28458
Farm Operator:
Date:
Frederick Rouse Addition
12/31 /93
SEEDING RECOMMENDATIONS (Continued)
------------------------
Apply the following to the seeded area:
6,000.0 Lbs. of 10-10-10 Fertilizer @ 1000 Lbs./Acre
12.0 Tons of Dolomitic Lime @ 2 Tons/Acre
600.0 Bales of small grain straw @ 100 Bales/Acre
All surface drains should be installed prior to seeding. Shape all disturbed
areas 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.
Page 2
Note 1: Pensacola Bahia Grass 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 the
Bahia Grass is established.

Frederick Rouse, 1224 Finisher Addition -- Duplin County
Typical View of a One —Stage Lagoon System
High End Pad Elevation:___ 105.80 Ft.
Low End Pad Elevation;____ 102_50 Ft.
Confinement
Building
Top of Dike Elevation:_ 102.50 Ft.
Top width:— 12 F#T_ Maximum Fluid Elevation:__ 101.20 Ft.
/--� Discharge Pipe Invert Elevation:— 100-50 Ft.
Pit \
Treatment Lagoon 12 Start Pumping: 100.5(
pipe 7.,4,zbe 10.70Ft. 97.90
adequately supported) Maximum Depth: End Pumping:�_..�
Water Table: 96.00
Bottom Elevation: 90 5Q Ft.
Inside Side Slopes:.__3:1
Outside Side Slopes: 11 _�

CERTIFICATION OF ENGINEER
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Frederick Rouse Addition " a 1,224 Head, Finishing Only Farm
are an accurate copy of the work to be performed on this project.
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculations are based on the guidelines established by the
United States Department of Agriculture, Soil Conservation Service.
Signature: R
��� S�•. i
_F
Registration No. � (I L
"':'oy =•Gr N Ear.
Date:

Total Volumes
• Grid cell size: 4.23 by 4.24
Original drawing scale: 50.00 ft/in
Project: Frederick Rouse
Drawing: Pad & Lagoon #2
Humber: 1224 Finisher Addition
Location: Duplin County
Bid Date:
Engineer: John Lenf estey
Owner: Frederick Rouse
Estimator:
Prepared by: using SITEWORK BASIC
Date: 12/31/93 Time: 09:49:20
Final. surface: Proposed
Initial surface: Existing
Tight Volumes
Cut .
Fill
7812.40
5815.21
fference : 1997.19
All volumes are in cubic yards.
i
A
Expansion (%)
Met Export :
Expanded Volumes
7812.40
6978. 26
834.14

QF ^20T
T
00 - Of,
.L7C eSVTsr, :i*.q`PITi-.��tiCyfa���ei�"-!C!
�u'}I �,r�o� ud vff uo P�riec.ao.! ar
PICI
0bT
d.: -zo F r.
ocP . to
I
*tauI
�' -0.�4..;.��---•.'r.�.'..�_.,...._....,_....._._...._.,.............. ��;: �s� �f as f�K
'.V F1
1f
psI .................---......
�-.. .._------ ...... ....... �� A aT....
�•A:ss�u [mow I
d �Cf3j1: N.t�

105.5
104.0
102.5
101.0
99.5
99.0
965
95.0
9 3.3
52.0
90, 5
M
67.0
97.5
Crass -swot Son P1Cnts
Ili9itizad Points
Worix. sciklo: 30 -Pt.-in Dart. sca.la: 3 ftlin
Pr-oJaat:
Frederick Rou_.e M
Drrawinp:
Ps.d PL L-x oon 02
Npumber:
1224 F i n 1 shay- Add it ion
d� Oran:
DuP11n County
dp
En7in-par:
John 1_an+astay
Oi,)nwr:
Frederick RotAsa
Estim*tor:
Prepp a,rad b-j: s i ng S I hELJORK :BASIC
3.21131
f45 T i me: 09: 50: 53
244. 3
-- - 4}
_...........................................................
5
l
.........� ..................................
l
5y.....................................................
l
k
5
4
ti...............................................
5
1
1
1
l
.............................................
l
f
1

105.3
104.0
102.M
1 0 1 . 0
99.5
99.0
9b.5
95.0
93.E
72. 0
9E."
67
Cros�r^-Soc,*ion Plcyt�
Digitized PO nt�
Horiz, scale; :SO -Ptiin Vort. scrr.le: 3 +tiin
Project:
_
Frederick Rcay.mo
Drs.W i nti:
Pwd & La oon 02
Number.
1224 Finisher Addition
Lod.t ai?r.,
Ldu.p 1 in countb
Engineor:
John Lsn+oai:sv
Owner:
Frederick Rouse
Estimator;
�Preppar"ed
b..J: usin SITEWORK BASIC
Late: 1031"T3
T?me; 09. `52:24
................................................................................................
........... V ...... ........... .................. I ...... ...............
...............................................................................
5
................................ ...............................................................
....................... -1-11- ........ ... ............ ................. I .................................................... ..............
.............................................. ...... .......... ................
....................... ................................ ............ ........ ................ ...ESI:I'si X'rh�i................................................

105.E
104.1
102. 4.
101.1
99 _ 6
9e.1
s
•95.1
93.6
Gress. -Section Plots
IIigitixed Points
Horis. scmle: 30 itiin Vert,. scole: 3 +twin
project:
Frederick Rouse
Drawing:
Pad & La. oon 02
Numberp!
1224 Fin�sher Addition
Qs.ts.ti�
Duplin Countw
Engineer:
John Len+esr_eu
Owner:
Frederick Rouse
Estimator:
Pre�pF• s.red btid: us In S I TEWORK BASIC
Da.t.: 12,31,93
Tiq me: 09: 53: 54
P.r iaR pis a d...................................................................... — ..........
...................................................................................................................................... .........
.... ... ...... ...... ^... ................ ...�., 1w:K%# i'r5+J .... �..�...'.....:..... .. w �; ....

J
Orrirntation: -45.0 2 C1w9nif'icati.an: SiI.
1
�I1 1
• �' �1l � 4 � �� � ,I ti, 9
104.OQ3'' i 4 ��� �i4 i� 1 •�� Y l� ��I i II �'j� 1,15
102.00
�� + r'� • II +� l�14
100.00 .4r ' I ' i�y,�, t�il��l l �J` I�55 I 1 IL
Lk
94.00
j -
72.00
La-wwr Laoa't
3D 1•Iftom Sur-+;p.c r
F•r`Op .:);Wad
Aroja'ct: Frc'drr-Ick Rouj.&a
Iara.win9: pu w La.'ipoon 02
Hurroba.r: 1224 F'iniR.hu'r^ Addition
Location: Duplln Cou.ntb
Enid ri11
Eniina4rr: John Lan-fhrstry
Own.tr-: Fr-odrr'ick Rouse
E:ut imator:
Prwp wt-wd b-d: 'sing S I TEWORK BASIC
La.t r: 12�31 AFT. Tuna : 09: !!59 48
Inclination: 20.0 .
3D M*sh Surfa ca

MU,RPHY�FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator:
Date:
Frederick Rouse Addition
12/31 /93
Page 1
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas. All
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3") and stockpiled for use on dike and pad
slopes (finished depth of 2-3" ).
SECTION 2: CUT --OFF TRENCH
A cut—off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat
lines and grades as planned. Deviations from this will require prior approval
of the SCS. Earthfill shall be placed in a maximum of 6" lifts and shall not
be placed in standing water. Compaction shall be performed by the construction
equipment or by a sheeps—foot roller during placement.
The embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include ten (10) percent overage
for settlement.

MURP4 FARMS, INC.
`''P.O. Box 759
Rose Hill, NC 28458
Farm Operator:
County:
Date:
Frederick Rouse Addition
Duplin
12/31 /93
Soil Investigation to Determine Suitability of Proposed Lagoon Site
-------------------------------------
Page 1
A total of two (2) soil borings were taken on this site by Billy Houston, SCS, to
determine if the existing soils would be suitable for embankment material for the lagoon.
All of the borings were made in the vicinity of the proposed lagoon.
The benchmark elevation of 98.94 feet is located on the top of control point #3.
The estimated high water table elevation = 96.0 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 1 Ft. — SM material (silty sand)
1 Ft. — 2 Ft. — SM,SP materials (silty sand; poorly graded sands)
2 Ft. — 4 Ft. — SM material (silty sand)
4 Ft. — 6 Ft. — SC material (clayey sands; sand —gravel mixture)
6 Ft. — 10 Ft. — SC,SM materials (clayey sands; silty sands)
Boring #2: 0 Ft. — 1 Ft. -- SM material (silty sand)
1 Ft. — 2 Ft. — SM,SP materials (silty sand; poorly graded sands)
2 Ft. -- 6 Ft. — SC material (clayey sands; sand —gravel mixture)
6 Ft. — 10 Ft. — SC,SM materials (clayey sands; silty sands)
Based on the results of these borings, ALL of the soils available on this site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL)
for the liner will be required.

to
MU,RPHY'FARMS, INC.
--P.O. Box 759
Rose Hill, NC 28458
Farm Operator:
Date:
Frederick Rouse Addition
12/31 /93
SPECIFICATIONS FOR CONSTRUCTION (Continued)
-----------------------------
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved material
(ie -- CL, SC, CH). Refer to the soil investigation information in the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.
Page 2

:
Q U D P, A
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Opoator: Frederick Rouse County: Duplin Date: 12/31/93
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
850.0 feet
0 sows (farrow to finish)
x 1417 lbs. =
0 lbs
0 sows (farrow to feeder)
x 522 lbs. =
0 lbs
1,224 head (finishing only)
x 135 lbs. —
165,240 lbs
0 sows (farrow to wean)
x 433 lbs. —
0 lbs
0 head (wean to feeder)
x 30 lbs. =
0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 165,240 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165,240 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/Ib. SSLW= 1.0 CF/lb. SSLW
Volume = 165,240 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet (As per owner's request)
4. TOTAL DESIGN VOLUME
Inside top length = 130.00 feet ; Inside top width = 330.00 feet
Top of dike at elevation = 102.50 feet
Freeboard 1.30 feet; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation = 101.20 feet
Bottom of lagoon elevation = 90.50 feet
Seasonal high water table elevation = 42.50 feet
Total design volume using prismoidal formula
SS/END1 SS/END2
SIDE1 SIDE2
LENGTH WIDTH DEPTH
3.00 3.00
3.00 3.00
122-20 322-20 10.70
AREA OF TOP =
LENGTH * WIDTH
122-20 322-20
= 39,373
SF (AREA OF TOP)
AREA OF BOTTOM =
LENGTH * WIDTH
58.00 258.00
= 14,964
SF (AREA OF BOTTOM)
AREA OF MIDSECTION
= LENGTH * WIDTH * 4
90.10 290.10
= 104,552
SF (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
( 39,373 + 104,552 + 14,964 ) * 1.78
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 283,352 CU. FT.

5. TEMPORARY STORAGE REQUIRED
• DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
130.00 , 330.00 42,900 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 42,900 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 165,240 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 40,451 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 * 180 days 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 = 7.00 inches
Volume = 7.00 in * DA / 12 inches per foot
Volume = 25,025 cubic feet

. 5D. Volume of 25 year — 24 hour storm
Volume = 7.50
inches / 12 inches per foot * DA
Volume = 26,813
cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
40,451 cubic feet
5B.
0 cubic feet
5C.
25,025 cubic feet
5D.
26,813 cubic feet
TOTAL
92,288 cubic feet
6. SUMMARY
6.1: Total required volume 257,528 cubic feet
6.1 A: Total design volume avail. 283,352 cubic feet
6.2: Min. req. treatment volume plus sludge accumalation 165,240 cubic feet
6.2A: At elev. 97.90 feet; Volume is 167,509 cubic feet (end pumping)
6.3: Total design volume less 25yr-24hr storm is 256,539 cubic feet
6.3A: At elev. - 100.50 feet; Volume is 256,440 cubic feet (start pumping)
Seasonal high water table elevation 42.50 feet
7. Designed By: John Lenfestey Approved y:
Date: 12/31 /93 Date:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MURPI-Ti FARMS, INC.
'P.O. Box 759
• Rose Hill, NC 28458
?hone: 919-289-2111
R
Calculations By: John Lenfestey
Operator:
= = = = = >
Frederick Rouse
County:
= = = = =>
Duplin
Date:
_—_=_>
12/31/93
Dist.to nearest residence (other than owner):
_ _ — _ _>
850
Feet
Sows (farrow to finish):
— _ _ _ _ >
0
Sows (farrow to feeder):
_ — _ _ _ >
0
Head (finishing only):
__-=_>
1,224
Sows (farrow to wean) :
- _ _ _ _ >
0
Head (wean to feeder):
_ _ _ = _>
0
Storage volume for sludge accum. (cu. ft.):
_ _ — _ _>
0.00
Cu. Ft.
Treatment Volume (min. 1 cu. ft./lb.)
— _ -- _ _ >
1.00
Inside top length:
_ _ - _ >
130.00
Feet
Inside top width:
_ — _ _ _ >
330.00
Feet
Top of dike at elevation:
_ _ _ _ _ >
102.50
Feet
Freeboard:
_ — _ = _ >
1.30
Feet
Side slopes:
_ _ — _ _ >
3.0
: 1
25 Year — 24 Hour Rainfall
— _ _ _ _ >
7.50
Feet
Bottom of lagoon elevation:
_ _ -- _ _ >
90.50
Feet
Minimum Permanent Storage Depth of Lagoon:
_ = _ = _ >
7.40
Feet
Total required volume: = = = = = >
257,528
Cu. Ft.
Total design volume avail.: __- __>
283,352
Cu. Ft.
Design end pumping elev.:
= = = = =>
97.90
Feet
Minimum required treatment volume: = = = = >
165,240
Cu. Ft.
Treatment vol. at end pumping avail.: = = = = >
167,509
Cu. Ft.
Design start pumping elev.:
= = = = = >
100.50
Feet
Design Vol. — 25 Yr/24 Hr Rainfall: = = = =>
256,539
Cu. Ft.
Design vol. at start pumping elev.: = = = = =>
256,440
Cu. Ft.
Seasonal high water table elevation:
_ — _ = _ >
42.50
NOTE: Verify that bottom of temp. storage
= — _ _ _ >
97.90
is above water table elevation:
NOTE: Verify that temp. storage is adequate:
Min. required temporary volume:
92,288
Cu. Ft.
Design temporary volume available:
115,8443
Cu. Ft.

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the Iagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
Iagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. FilI new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new Iagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 5.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

' proper lagoon sizing, 11
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your Iagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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

A 7L'iXIASTS MANAG. TENT PL;01 C:2: ^71?IC"'T011 POR E—STING FEEDLOTS
Please return the cnnpleted fc--= to the Division of Environmental Management at
the addreas on the reverse aide of this form.
tame of farm (Please print) : Y—ederl -6;-
xailin; _ ddress : 1
.C,Arco,% Prone No.: R 4ss-°�
Countv (of farm) •`e%-
=arm. local:or. : Latitude and Longitude: 0-2 Of /11 31 (required) . Also,
please e[tach a copy of a county road map with location identified.
7'fpe of operation (swine, layer, dairy, etc.) :
Desicn capacity (number of animals) : _ _3L,1g-'�- _
Average size of operation (12 month population avg.):
Average acreage needed for land application of waste (acres): 3�.8
Technical Specialist certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6- .0005, 1 certify that the
existl-g as:imal waste management system for the farm named above has an animal
.JcS�E ),)alloy c:uc+a� N:.a.n z' at :moot_. the =i-.^._a.:_cn =.= __•----�=5 �':r
specifications of the Division of Environmental Manage -men: and the ),'SDP. -Sol_
Conservation Service ar.d/or _he Nort.n. Carolina Soil and Ware-- Ccnservaticr.
Cox=_Jssion pursuant to 15A NCAC 2H.0217 arc 15A NCAC 5= .0001-.0005. The
ollo•_=ng elements and their Corresponding minimum criteria have been verified
-v me or other designated technnical spec:=.lists and are included in the -plan as
applicale: minimum separations (buffers), adequate quantity and amount of land
,�or waste utilization (or use of third party); access or ownership of proper
•waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from
storMwater runoff events less severe than the 25-year, 24-hour storm.
Name of Tech—nical specialist (Please Pri1t):
Affiliation (Agency) Mr—,. y
Address: &x I95 RQ %-- 44'1 � A), C. 'ASysg Phone No. 1911> JSI -4111 40A W,6a
Signature:._ _ _�� S4 _- _ Date :3 eZ
M = =Wen=M ems a
Owner/Manager Agreament
(we) understand the operation and maintenance procedures established Jr. the
approved a :imal waste management plan for the fairs named above and will implement
these rrccecures. z (we) know t- hat anv expansion to the existing design capacit
of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of _nviro.=enta:
xanageme::_ before the new animals are stocked. I (we) also understand tha_ there
must be no discharge or animal waste from this system to surface waters of the
state ei_h.er directly through a man-made conveyance or ti-roug- runoff =morn
scorn event less severe than the 25-yeaz, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation.
District.
Name of Lamed Oi'mar (Please n
cnaZ--::e: - - �_ _ _ Date:
`lame of Manager, if different from ow:.er (Please print)
S:ynat_re-
Date:
NOL2: A _-arse in :and ownership requ:.re-- ..,.t_f cation. or a r.ew cert_=-=_.--_ -
~e a_prcved plat: is c fanged) wit-i-I o_` a

State of North Carolina
Department of Environment
and Natural Resources r
Division of Water Quality
JUN 1 Z 1998
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary BY,
A. Preston Howard, Jr., P.E., Director
Frederick Rouse
F&S Farm
1835 Red Hill Road
Albertson NC 28508
Dear Mr. Rouse,
June 11, 1998
601�0w'j
/ •
14CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Correction of Animal Population
Facility Number 31-325
Duplin County
This letter is in response to your request for written notification that the Division of Water
Quality has corrected its records for your facility. Our files show that the referenced facility was
certified on March 27, 1996 for a design capacity of 3672 Feeder to Finish swine. This
information was inaccurately entered into our tracking system, however it has been corrected
since it has been brought to our attention.
I have attached a copy of this facility's record in our tracking system to document that I have
corrected the design capacity for this facility. We are sorry for any inconvenience this may have
caused. If you have any additional questions or comments please feel free to contact me at 919-
733-5083 extension 502.
Sincerely,
Sue Homewood
Cc: Facility File I
-,Wilrniffgton=Regionals Office; Water_Quality_Section
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 RECEIVE�
and Natural Resources
Division of Water Quality JUL 14 1998
James B. Hunt, Jr., Governor BY:
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 10, 1998
CERTIFIED MAIL
RE —TURN RECEIPT REQUESTED
Frederick Rouse
F&SFarm
1835 Red Hill Road
Albertson NC 28508
Farm Number: 31- 325
Dear Frederick Rouse:
A
� - I
ilk" "
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that F & S Farm, in accordance with G.S. 143-215.1OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has
sixty (60) day s 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 J R Joshi at [phone] extension
363 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerel
41 A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
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,
Health and Natural Resources
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Frederick Rouse
F & S Farm
1835 Red Hill Road
Albertson NC 28508
SUBJECT: Operator In Charge Designation
Facility: F & S Farm
Facility ID#: 31-325
Duplin County
Dear Mr. Rouse:
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 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P. ., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, W ;6
Raleigh, North Carolina 2761 1-7687 NVf An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 - Wk recycled/10% post -consumer paper

r � �
C
�r
REGISTRATION FORM FOR ANIMAL FEEDLOT_OPE_RATIO
Department of Environment, Health and Natural Resources__ _
N ll e`
Division of Environmental Management �.•, ,:,� C..a_-.r,-1
Water Quality Section
If the animal waste management system for your feedlot op6��1t--_
is designed to serve more than or equal to 100 head of cattle, 5
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served
by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: F & S Farm
Route 1 Box 127
Albertson, NC 28505
Duplin County
Owner(s) Name:
Manager(s) Name:
Lessee Name:
Farm Location (Be as specific as
d r,gct an, milepost, etc.) : -j
919-658-9943(H)
ossible: road n4mes,
Latitude/Longitude if known: QBSP # 16--122-18-03
Design capacity of animal waste 'manage m t system ( _mber)and
type of confined animal(s):
Average animal population on the f (Numb and type of
animal (s) raised) :
Year Production Began: ASCS act No.: Q T
Type 9X Waste Management System ,dam ,
Acres Available for Land Application of Waste:
Owner(s) S ignature (s) : Date: b '�9 -9.3
Date:
3 1 ` 361 (Randy Lane, Serviceman)
4-- 01C-Qe'� x—�(Z'

State of North Carolina
Department of Environment,
Health and Natural Resources A
• •
Division of Environmental Management
Ad0hMdWftEW
James B. Hunt, Jr., Governor ®� F1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
November 17, 1993
Frederick Rouse
Rt. 1, Box 127
Albertson NC 28505
Dear Mr. Rouse:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for
animal operations to be managed such that animal waste is not discharged to surface waters
of the state. The rule allows animal waste systems to be "deemed permitted" if certain
minimum criteria are met (15A NCAC 2H .0217). By submitting this registration you have
met one of the criteria for being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds
listed in the rule, and any new or expanded feedlots constructed between February 1, 1993
and December 31, 1993 must submit a signets certification form to DEM by December 31,
1997. New or expanded feedlots constructed after December 31, 1993 must obtain signed
certification before animals are stocked on the farm. Certification of an approved animal
waste management plant can be obtained after the Soil and Water Conservation Commission
adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
/�`- Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Rdeigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

w 1
I„p�J'd,��
REGTST-�? i ON "ORM FOR ANIMAL FEEDLOT OPE TONIC��;�
Department of Environment, Health and Natural ei
Division of Environmental Management rI^tin�n,. �i6
Water QualitySection �� 3
If the animal waste management system for your feedlot operation is
designed to serve more than or equal to 100 head of cattle, 75
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by
a liquid waste system, then this form must be filled out and mailed
by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in order to be
deemed permitted by DEM. Please print clearly.
Farm Name 1 1 /2 5-
Mailing' Address:. ko LL C j 13 �
�s
♦7 , rQ 773 i .1 . Al C 7 T D 2 Jf �i i1
County: _L) jk-&6 iti' - Phone No.
owner (s) Name: rh d���L -AZZ--ew alILS e_
Managers) Name: 7,h-taC'-11 /C-C 421-8/1 �v-x 5 C�
Lessee Name:
Farm Location (Be as specific as possible: road names, direction,
Latitude/Longitude if known:
Des-icn capacity of animal waste management system (Number and type
of confined animal (s)): 50 r/&)5;A, -5 _
Average animal population on the farm (Number and type of animal (s)
raised) a _.�U Ello( laze - o 9 S_ -
�. -j_
Year Production Began:- / 9 `� ASCS Tract No. d
Type of Waste Management System Used:
1,,6Q 19.47-1v0 s VSI-22� s -ry #Oic ^4 o�,v
3
Acres Available for Land Application of Waste:_
Owner.(s) Signature (s) : c DATE 02 a2O- 'Z
DATE:
3(-3a5

State of North Carolina
Department of Environment, Health, and Natural Resources
512.,iorrh Salisbury Street - Raleigh., Norhh Carolina 27604
Division of Environmental Management
James B. riunt, Jr., Govei-nor March 9, 1993 Jonathan B. Ho es, Se,..,.=
Frederick Rouse
Rt. 1 Box 127
Albertson NC 28508
Dear Mr. Rouse,
This is to inform you that your completed registration form required by the recently
modified nondischaree rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if.certain minimum criteria are
met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certification form to DEM by December 31, 1997.
New or expanded feedlots constructed after December 31, 1993 must obtain signed certification
before animals are stocked on the farm. Certification of an approved animal waste
management plan can be obtained after the Soil and Water Conservation Commission adopts
rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
/us ve Tedder, Chief
Water Quality Section
REGIONAL OFEUS
Ashavu"Te Faye=vUle Moorernme Ralf igh washingcon Wilming= WySn_SaI=M
7041251-6208 9191456-1541 704/663-1699 919/571-4704 91.91945-0481 9191395-3900 9191896-7007
Pollution Prevendan Papa
P.O. Box 29535, R3kigh. Narrit C=U= 27626-05'a5 Teleaiiaae 919-733- 015
AIL Equal Opporrtmicy Affirmarxve Acd= F=pItiyer