960057_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qual

HISTORICAL
IL Ll Lw "A
Jul

d V-
Q&
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Carl G Kirby
C&G Swine
1775 Antioch Rd
Pikeville, NC 27863
Dear Carl G Kirby:
John E. Skvarla, III
Secretary
October 1, 2014
Subject: Certificate of Coverage No. AWS960057
C&G Swine
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Carl G Kirby, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for C&G Swine, located in Wayne County, with a swine animal capacity of no greater
than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 3200 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS960057 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please read this COC and the enclosed State General Permit carefully. Please nay careful attention to the
record keeling and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone]Internet. http://www.ncdenr.gov/
An Equal Opportunity \ Affirmative Achon Employer — Made in part by recycled paper

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any
lagoon, storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Pemmt
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: http://www.weather. ovg /rah/
This facility is located in a county covered by our Washington Regional Office. The Regional Office staff
may be reached at 252-946-6481. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
11�4�_
for Thomas A. Reeder
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Water Quality Regional Operations Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS960057)
AFO Notebooks
Maxwell Foods Inc

: CEir V°
OCT 2 2014
Nutrient Management Plan For Animal Waste-Utp*
09-17-2014
This plan has been prepared for:
Kirby Brothers
Carl Kirby
1775 Antioch Road V4-7
Pikeville, NC 27863
[phone]
This plan has been developed by:
Charlotte Jenkins
NRCS/Wayne SWCD
Wayne Center, Room 104
208 W. Chestnut Street
Goldsboro, NC 27530-4708
919-734-5281, Ext. 3
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.
q 2 3
Signature (owne Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: '2.% / Ll
Technical Specialist Signature Date
------------------------ ---------- ------------------------------------------------------------------------------------------------
520045 Database Version 4.1 Date Printed: 09-17-2014 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 611,200 gals/year by a 3,200 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1102
Incorporated
1322
Injected
1322
Irrigated
1102
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Ohs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,102
2413
-1,311
1,338,784
-727,584
Year
1,102
4518
-3,416
2,409,924
-1,798,724
---- - -- ---------------- ------ ----- ----------------
Note: In sowce ID, S means standard sowce, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
520045 Database Version 4.1 Date Printed: 09-17-2014 Source Page 1 of 1

Narrative
This plan is for Facility #: 96-57. This plan replaces C&G SWINE
- - ------------------------------------- -------------------------------------------------- ------ I ------------------------------ --------------------------------
520045 Database Version 4.1 Date Printed: 09-17-2014 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2575
P16
9.14
3.11
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4846
P2
8.80
2.62
N/A
Exum
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4847
Pl1
24.10
2.41
N/A
Exum
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4847
P13
3.40
1.54
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8490
P20
16.20
2.06
N/A
Norfolk
Com, Grain
113 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
8490
P9
11.70
3.12
N/A
Norfolk
Com, Grain
115 bu.
Wheat Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8491
P3
10.80
2.50
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8491
P5
11.81
2.17
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 95.95 19.53
520045 Database Version 4.1 Date Printed 9/17/2014
NOTE: Symbol * means user entered data.
PCs Page I of 2

LI
Potential Leaching
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 -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
520045 Database Version 4.1 Date Printed 9/17/2014
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 by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
VP I
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fen.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
0bs/A)
Liquid
ManumA
Whed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2575
P16
S5
Exum
9.14
3.11
Com, Grain
130 bu.
2/15-6/30
138
0
•20
Irrig.
118
65.46
0.00
203.59
0.00
4846
P2
S5
Exum
8.80
2.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
15
8.32
0.00
21.80
0.00
4847
PH
S5
Exum
24.10
2.41
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
8.32
0.00
20,06
0.00
4847
P13
S5
Exum
3.40
1.54
Com, Grain
130 bu.
2/15-6/30
138
0
•20
Irrig.
118
65.46
0.00
100.81
0.00
4847
P13
S5
Exum
3.40
1.54
Wheat, Grain
60 bu.
9/14/30
112
0
0
Irrig.
56
31.07
0.00
47.84
0.00
8490
P20
S5
Norfolk
16.20
2.06
Com, Grain
113 bu.
2/15-6/30
129
0
•20
Irrig.
109
60.471
0.00
124.57
0.00
8490
P20
SS
Norfolk
16.20
2.06
Wheat, Grain
59 bu.
9/14/30
123
0
0
Irrig,
62
34.12
0.00
70.29
0.00
9490
P9
SS
Norfolk
11.70
3.12
Corn, Grain
115 bu.
2/15-6/30
131
0
*20
Irrig.
111
61.58
0.00
192.13
0.00
8490
P9
SS
Norfolk
11.70
3.12
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
63
34.67
0.00
108.18
0.00
8491
P3
S5
Norfolk
10.80
2.50
Com, Grain
115 bu.
2/15-6/30
131
0
•20
brig.
111
61.58
0.00
153.95
0.00
8491
P3
SS
Norfolk
10.80
2.50
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
63
34.67
0.00
86.68
0.00
8491
P5
S5
Norfolk
11.81
2.17
Com, Grain
115 bu.
2/15-6/30
131
0
'20
Irrig.
111
61.58
0.00
133.63
0.00
8491
PS
S5
o,folk
11.81
2.17
Wheat, Grain
60 bu.
9/I-4/30
125
0
0
Irrig. 1
63
34.67
0.00
75.24
0.00
520045 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 1 of 3

Waste Utilization Table
VNar t
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apphc.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
pbs/A)
Res.
(lbslA)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
1,338.78
Total Produced, 1000 gallons
611.20
Balance, 1000 gallons
-727.58
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
520045 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 2 of 3

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
Fert.
Nutrient
Applied
(Ibs/A)
Res.
0bs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManumA
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2575
P16
S5
Exum
9.14
3.11
Wheat, Grain
60 bu.
9/14/30
112
0
0
Irrig.
56
0.00
0.00
0.00
0.00
2575
P16
S5
Exum
9.14
3.11
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
brig.
161
89.32
0.00
277.78
0.00
4846
P2
S5
Exum
8.80
2.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
35
19.42
0.00
50.87
0.00
4846
P2
S5
Exum
8.80
2.62
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
274
0
1 0
Irrig.
274
152.01
0.00
398.27
0.00
4847
P11
S5
Exum
24.10
2,41
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1 0
Irrig.
1 35
19.42
0.00
46.80
0.00
4847
Pl 1
S5
Exum
24.10
2.41
Hybrid Berrnudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
Irrig.
274
152.01
0.00
366.34
0.00
4847
P13
S5
Exum
3.40
1.54
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
56
31.07
0.00
47.84
0.00
4847
P13
S5
Exum
3.40
1.54
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig,
161
89.32
0.00
137.55
0.00
8490
P20
S5
Norfolk
16.20
2.06
Wheat, Grain
59 bu.
9/14/30
123
0
0
Irrig.
621
34.12
0.00
70.29
0.00
8490
P20
S5
Norfolk
16.20
2.06
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
73.79
0.00
152.00
0.00
8490
P9
S5
Norfolk
11.70
3.12
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
108.18
0,00
8490
P9
S5
Norfolk
11.70
3.12
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
237.14
0.00
8491
P3
SS
Norfolk
10.80
2.50
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
86.68
0.00
8491
P3
S5
Norfolk
10.80
2.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
190.01
0.00
8491
P5
SS
Norfolk
11.81
2.17
Wheat, Grain
60 bu.
9/1-4130
125
0
0
Irrig.
63
34.67
0.00
75.24
0.00
8491
P5
SS
Norfolk
11.81
2.17
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
brig.
137
76.01
0.00
164.93
0.00
Total Applied, 1000 gallons
2,409.92
Total Produced, 1000 gallons
611.20
Balance, 1000 gallons
-1,798.72
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
520045 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 3 of 3

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Field
P16
q
P2
PH
P13
P20
8490
P9
8491
P3
8491
P5
orfolk
Soil Series
Application Rate I Application Amount
0.35
1.0
0.35
1.0
0.35
1.0
0.35
1.0
0.50
1.0
0.50
1.0
0.50
1.0
0.50
1.0
520045 Database Version 4.1 Date Printed 9/17/2014
IAF Page 1 of 1
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 fast 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
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
14.69
7.30
14.60
21.89
Hay 6 ton R.Y.E.
300
29.38
3.65
7.30
10.95
Soybean 40 bu
160
15.67
6-84
13.68
20.53
---------------------------------------------------------------------------------- -------------------------------------------------------------------
520045 Database Version 4.1 Date Printed: 09-17-2014 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 ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
AvnilnhlP Wnctn Qtnrana % or�n ni4i
Source Name
Swine Nurse La oon Li uid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
0
1
3
132
1
4
180
1
5
180
1
6
150
1
7
119
1
8
88
1
9
128
1
10
167
ii
180
1
12
149
2
1
118
2
2
180
2
3
180
2
4
180
2
5
149
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------- -------------------------------------------------------------------------------------- --------------------------- -------------
520045 Database Version 4.1 Date Printed: 09-17-2014 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.
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 peryear provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by 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).
------------------------------------------------------------------------------------------------------------------------------------------------------------------
520045 Database Version 4.1 Date Printed: 9/17/2014 Specification Page 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.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer 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.
- --------------------------------------------------------------------------------------------------------- -
520045 Database Version 4.1 Date Printed: 9/17/2014 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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
520045 Database Version 4.1 Date Printed: 9/17/2014 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.
----------- - -------------------------------------------------------
520045 Database Version 4.1 Date Printed: 9/17/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): P13, P16
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, com 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 com production.
The following crop note applies to field(s): P20, P3, P5, P9
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 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for com production.
---------------- ------------------------------------------- ---------------------------------- ------------------ --------------------------------------
520045 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 1 of 4

The following crop note applies to field(s): PI 1, P2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 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 lb/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.
The following crop note applies to field(s): P11, P2
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.
------------------------------------------------------------------------------------------------------------------------------------------------------------ -----
520045 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 2 of 4

The following crop note applies to field(s): P13, P16
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 Ibs/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): P20, P3, P5, P9
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): P13, P16
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
520045 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 3 of 4

The following crop note applies to field(s): P20, P3, P5, P9
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
------------------------------..-------------------------------------------------------- -----------------------------------------------------
520045 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 4 of 4

September 29, 2014
David,
I talked with Martin McLawhorn last week about when changes are
made to waste utilization plans. He told me to send the updates to you
and you would kindly make sure that Raleigh got a copy.
Thanks for your assistance.
Charlotte Jenkins
Wayne SWCD

��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 1, 2009
Carl G Kirby
C&G Swine
1775 Antioch Rd
Pikeville, NC 27863
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS960057
C&G Swine
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Carl G Kirby:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Carl G Kirby, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the C&G Swine, located in Wayne County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 3200 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other.
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they maybe replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS960057 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewaterflow or
number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
1636 Mail Service Center. Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh. North Carolina 27604
Phone: [phone] \ FAX: [phone] t Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Eaual Opcortuniry l Amrmativc Ac€ion Employer
VI
arcs ina

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/rah/
This facility is located in a county covered by our Washington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Aquifer Protection Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
APS Central Files (Permit No. AWS960057)
AFO Notebooks
Maxwell Foods Inc

IL
OF W ATFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j [ Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004
Carl Kirby Sr
C&G Swine
1775 Antioch Road
Pikeville NC 27863
Subject:
Dear Carl Kirby Sr:
Certificate of Coverage o. AWS960057
C&G Swine
Swine Waste Collectio Treatment,
Storage and Application em
Wayne County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 11, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Carl
Kirby Sr, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS960057 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the C&G Swine, located in Wayne County, with an animal capacity of no greater
than an annual average of 3200 Wean to Feeder swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section —Animal Feeding Operations Unit OCT 1 5 2004
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
NorthCarolina
Phone: [phone] FAX: [phone]I Internet: h2o.encstate.nc.us %���y. //�
a
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper �/ Y / `f

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Washington 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 Duane Leith at [phone].
Sincerely,
U
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Washington Regional Office, Aquifer Protection Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
Permit File AWS960057
APS Central Files

MCDEM
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 1, 2009
Carl G Kirby
C&G Swine
1775 Antioch Rd
Pikeville, NC 27863
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS960057
C&G Swine
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Carl G Kirby:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Carl G Kirby, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the C&G Swine, located in Wayne County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 3200 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS960057 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please carefully read this COC and the enclosed State General Permit Please pay careful attention to the
keePmat f s',
1636 Mail Service Center, Raleigh. North Carolina 27699-1636
Locations 2728 Capital Blvd.. Raleigh, North Carolina 27604
Phone:919=r33-3221 1 FAX: [phone] i Customer Service: 1-877-623-6748
internet: www.nwaterquality.org
An EqualOpporiunny �A.3irma6vekcbon Employer

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terns and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/rah/
This facility is located in a county covered by our Washington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
f
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Aquifer Protection Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
APS Central Files (Permit No. AW S960057)
AFO Notebooks
Maxwell Foods Inc

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Washington 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,
2/
v
V� /-
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Washington Regional Office, Water Quality Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
Permit File AWS960057
NDPU Files

Michael F. Easley, Governor -
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Carl Kirby Sr
C&G Swine
1775 Antioch Road
Pikeville NC 27863
Subject: Certificate of Coverage No. AWS960057
C&G Swine
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Carl Kirby Sr.
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 11, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Carl
Kirby Sr, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS960057 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the C&G Swine, located in Wayne County, with an animal capacity of no greater
than an annual average of 3200 Wean to Feeder swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unnecessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property. AM
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.ne.ustndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

ANIMAL WASTE UTILIZATION PLAN
Producer: Carl G. Kirby Sr.
Location: 1775 Antioach Rd
Pikeville NC 27863
Telephone: [phone]
Type Operation: Existing Wean to Feeder Swine
Number of Animals: 3200.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant 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:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste 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 (gallons, ft3, tons, etc.)
3200 pigs x .40 tons waste/pigs/year = 1280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 pigs x .48 lbs PAN/pigs/year = 1536 lbs. PAN/year
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, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4846
1 P1
Ex
BH
6.5
325
2.52
819
I
APR-SEP
4846
-1 P1
IIG
11
1100
4846
1 P2
Ex
BH
6.5
325
I
4846
-1 P2
SG
1
100
I
4846
10 P3
NOA
BH
6.1
305
I
4846
-10
SG
1
100
P3
I
8490
13 P9
NOB
C
100
105
I
4847
1 P11
NOA
BP
4.6
230
I
4847
-1 R�
SG
F
50
I
P11
END
I
2.52 252
SEP-MAY
2.36 767
APR-SEP
2.36 236
SEP-MAY
2.07 631.35
APR-SEP
2.07 207
SEP-MAY
3.03 318.15
MAR-JUN
1.65 379.5
APR-SEP
1.65 82.5
SEP-MAY
TOTALI3692.5
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
Page: 3

ANIMAL WASTE UTILIZATION PLAN
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
C
CORN
BUSHELS
1.25
SG
SMALL GRAIN OVERSEEDED
AC
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
11.63
3692.5
0
0
11.63
3692.5
* BALANCE
-2156.5
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to O in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 243.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1216
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 4.05333333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 9.728 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
(Application
RatelApplic. Amount
Tract l
Field l
Soil Type
l Crop
l (in/hr)
l (inches)
I
4846
l 1 P1 l
Ex
I
l BH
I
l .35
l *1
I
4846
I I
11 P2 l
Ex
I
l BH
I
l .35
I *1
4846
I I
110 P3 l
NoA
I
i BH
I
I .5
I
I *1
I
4846
I I
l -1 P1 l
I
I SG
I
l .35
I *1
I
4846
I I
l -1 P2 l
I
l SG
I
l .35
I *1
4846
I I
l -10 l
I
l SG
I
l .5
I
l *1
l P3 I
I
I
I
4847
1 1 P11 I
NoA
l BP
i .5
l *1
4847
I I
l -1 n l
I
l SG
I
i .5
I
l *1
P11 I
I
I
I
8490
l 13 P9 I
I I
NoB
i C
I
l .5
I
l *1
I
Page: 8

ANIMAL WASTE UTILIZATION PLAN
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4846
1 P1
Ex
BH
6.5
325
2.52
819
I
APR-SEP
4846
Pll
1
100
I-1
I1G
4846
1 P2
Ex
BH
6.5
325
I
4846
-1 P2
SG
1
100
I
4846
10 P3
NOA
BH
6.1
305
I
4846
-10
SG
1
100
I
P3
8490
12 P9
NOB
W
55
110
I
8490
-13
NOB
SB
35
112
P9
I
15
4847
1 P11
NOA
BP
4.6
230
I
4847
-1 �
SG
1
50
I
P11
END
I
28
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
2.52 1252
SEP-MAY
2.36 767
APR-SEP
2.36 236
SEP-MAY
2.07 631.35
APR-SEP
2.07 207
SEP-MAY
3.03 333.3
SEP-APR
3.03 339.36
JUN-SEP
1.65 1379.5
APR-SEP
1.65 82.5
SEP-MAY
TOTAL14047.01
Page: 3 9

ANIMAL WASTE UTILIZATION PLAN
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: xS 10

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: X511

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
SB
SOYBEANS
BUSHELS
4
SG
SMALL GRAIN OVERSEEDED
AC
100
W
WHEAT
BUSHELS
2
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
11.63
4047.01
0
0
11.63
4047.01
* BALANCE
-2511.01
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: :6 12

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 243.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1216
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 4.05333333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 9.728 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: XR 13

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
(Application
RatelApplic. Amount
Tract I
Field I
Soil Type
I crop
I (in/hr)
I (inches)
I
I
4846
I
11 P1 I
I
I
l .35
I *1
Ex
I BH
4846
I I
11 P2 I
I
I
I .35
I
l *1
I
Ex
I BH
4846
I I
110 P3 I
I
I
I *1
I
NoA
I BH
l .5
4846
I I
I -1 P1 I
I
I
l .35
I *1
I
I SG
I I
I
I
I .35
I *1
I
4846
l --1 P2 l
I SG
4846
I I
l -10 l
I
I
I .5
I *1
I SG
l P3 l
I
I
I
4847
11 P11 I
NoA
I BP
I .5
l *1
4847
I I
l -1{ l
I
I
I
I .5
I *1
I SG
P11 I
I
I
I
8490
112 P9 l
NoB
I W
I .5
I *1
I
8490
I
I -13 I
I
I
I .5
I *1
NoB
I SB
P9
Page: X08 14

ANIMAL WASTE UTILIZATION PLAN
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
WHERE DOUBLE CROP SOYBEANS ARE USED THE REALISTIC YIELD EXPECTATION
IS REDUCED BY 7 BUSHESL (28 POUNDS). WHERE CORN IS PLANTED AFTER
SOYBEANS, THE SOYBEAN RESIDUE IS CREDITED WITH 20 POUNDS CARRY OVER
OF NITROGEN.
Page: X915

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 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.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, 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
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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the 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.
Page: )W 16

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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.
Page: X. 17

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 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 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
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.
Page: M 18

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:C&G Swine (#96-57)
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
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 a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters 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 NCDWQ upon request.
Name of Facility Owner: Carl G. Kirby Sr.
(Please print)
Signature: c_� , k (Al�„ Date: (, _ 1 q -()I
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Patricia S. Gabriel
Affiliation:NRCS Phone No. 919-731-1532
Address (Agency): 208 W. Chestnut St.
Goldsboro NC 27530-4708
Signature: k�� Date:
Page: )QiYa 19

Nash caf6ha State Urw&mry is a tars} Department of Crop Science
grant university and a cant Went hstdulion
of The Unlversiy of North Carolina
college of Agriculture and Life Sc antes
Campus Box 7620
Raleigh, NC 27595-7620
919.515.2647
919.515.7959 (fax)
Memorandum
TO: North Carolina Certified Technical Specialists
FROM: Dr. Jim Green, Chairman
NC State University Forage roduction Workgroup
DATE: June 29, 1998 �/
SUBJECT: Crop Management Practices for Select Forages
Used in Waste Management
The following is a four -page summary of suggestions for management practices for some
forage crops that can be used in waste management plans. These suggestions are a result of
discussions within the NC State University Forage Production Workgroup, a group comprised
of NC State faculty and NRCS agency personnel with expertise with the crops.
There are limited docurnented research responses of some of these practices on the many soils
and environments where these crops are currently being grown. The Forage Production
Workgroup has taken the available data and used the combined experiences and realistic
estimates of key people to come up with suggestions that will allow farmers to incorporate
these crops and practices into waste management plans. As data become available to
substantiate or refute these suggestions, the Forage Production Workgroup will make
appropriate changes.
Bermuda Overseeded With Cereal Rye and Annual Ryegrass
Currently two types of "ryegrass" are being used for winter overseeding in fields used for
animal waste management. Cereal rve is a winter annual smallo ain that looks similar to
wheat, barley and oats. Annual ryeQrass is a winter annual grass that looks much like tall
fescue. Both of these grasses, when growing during the winter on bermuda sod, can have
significant impact on subsequent berttnrda yields. In effect, the total yields from an acre
growing the combination of bermuda with these winter annuals will usually yield between 1-2
tons more per acre than bermuda growing alone for the year. Therefore, the total amount of
PAN /acre for the year is about 100 lbs more than for bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices implemented are dependent on the crop selected.

North CaroliraStaiaUniversiyisalend- Department of Crop science
pram tniversity and a constituent institution
of The UrfNersty of North Carding
College of Agriculture and life Sciences
Campus Box 7620
Raleigh, NC 27696-7620
919.5152647
919.515.7959 (fax)
Cereal Rye
The cereal rye should be planted by October 15 to provide the best opportunity to get winter
growth. The most consistent stands are obtained from drilling rye into short (less than 3
inches tall) bermudagrass sod_ If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate
for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15
and October 30. An additional 501bs/acre of PAN may be applied in February -March If rye
growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior
to heading or April 7, which ever comes first. This is necessary to minimize the potential for
shading bermuda and reducing its yields. The PAN rate for grazed systems with bermuda
overseeded with cereal rye must be reduced in accordance with NRCS Technical
Standard #590.
Annual Ryegrass
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter
growth. The most consistent stands are obtained from drilling ryegrass into short (less than 3
inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate
for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of (PAN) may be applied between September 15 and October 30.
An additional 50 lbs/acre of PAN may be applied in February -March. If additional PAN is
applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will
reduce bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is
required by heading or April 7, which ever comes first to prevent shading of emerging
bermuda during April -May period. To favor the production of the bermuda. additional
harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15 inches height.
The PAN rate for grazed systems with bermuda overseeded with annual ryegrass must be
reduced in accordance with NRCS Technical Standard #590.

i
11
71,

MIKE
CARL KIRBY
PATH
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DESIGNEDi
GROVER
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TECHNICAL SPECIALIST,
APPROVED,

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(,)"/u 1 euc,,
Nutrient Management Plan For Animal Waste Utilization
03-25-2003
This plan has been prepared for:
C&G Swine
Carl Kirby
1775 Antioch`Road
Pikeville, NC 27863
919-735-7613
This plan has been developed by:
Charlotte Jenkins
NRCS/Wayne SWCD
Wayne Center, Room 104
208 W. Chestnut Street
Goldsboro, NC 27530-4708
919-734-5281, Ext. 3
Developer Signature V
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.
C L_ 31S D3
Signature (owner) Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature: Date
-- - - -

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2815
Incorporated 4835
Injected 5325
Irrigated
Max. Avail. Actual PAN
PAN (lbs) * Applied (lbs)
3060
PAN Surplus/ Actual Volume
Deficit (lbs) Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,060 12509
-9,449 51029,486
-3,807,086
3,060 12184
-9,124 41866,704
-3,644,304
Year 2
-
N- ----- -- ----- ------------ ------- -- - - - are -
ote: In source ID, S means standard source, U means user defined soe.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
601467
Database Version 3.1 Date Printed: 10-22-2004 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4846
1 P1
8.80
2.52
N/A
Exum
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
4846
1 P2
8.80
2.36
N/A
Exum
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4n Harvest
2.0 Tons
4846
10 P3
10.80
2.07
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
4847
1 PH
24.10
24.10
N/A
Aycock
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Matured, Double Crop
42 bu.
4847
2 P13
3.40
1.56
N/A
Exum
Cam, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4847
2 P14
3.40
2.98
N/A
Aycock
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8490
13 P10
11.70
2.13
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
9490
13 P12
11.70
2.98
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8490
13 P9
11.70
3.03
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8491
10 P4
10.80
2.12
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
8491
10 P5
10.80
2.12
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
CereallAnnual Rye O/S, Hay-4/7 Harvest
2.0 Tons
8491
10 P6
10.80
2.12
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
8491
3 PB
4.30
2.26
N/A
Wagram
Hybrid Bermudagrass Pasture
5.5 Tons
601467 Database Version 3.1 Date Printed 10/22/2004
PCS Page Page I of 2
NOTE: Symbol' means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Small Crain Overseed
LO Tons
8491
9 P7
2.10
1.11
N/A
Craven
Hybrid Bermudagrass Pasture
5.5 Tons
Small Crain Overseed
1 1.0 Tons
PLAN TOTALS: 133.20 53.46
LI
Potential Beaching.
v 7ecfnicallc7dnce. ,
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
�— 2 &
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
> 10
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
601467 Database Version 3.1 Date Printed 10/22/2004
PCs Page 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 by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste
Tract
Utilization
Field
'cable
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APplic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
pbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid I
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4846
1 PI
S5
Exum
8.80
2.52
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
brig.
274
109.45
0.00
275.81
0.00
4846
1 P1
S5
Exum
8.80
2.52
CereaVAnnual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
50
29.96
0.00
75.49
0.00
4846
1 P2
SS
Exum
8.80
2.36
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
brig.
274
109.45
0.00
258.30
0.00
4846
1 P2
S5
Exum
8.80
2.36
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
50
19.97
0.00
47.13
0.00
4846
10 P3
S5
Norfolk
10.80
2.07
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
244.75
0.00
4846
10 P3
S5
Norfolk
10.80
2.07
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3131
100
0
0
prig.
50
19.97
0.00
41.34
0.00
4847
1 Pit
S5
Aycock
24.10
24.10
Corn, Grain
130 bu.
2/15-6/30
144
0
15
Irrig.
129
51.53
0.00
1,241.82
0.00
4847
1 Pit
S5
Aycock
24.10
24.10
Wheat, Grain
60 bu.
9/1-4130
121
0
0
Irrig.
73
29.00
0.00
698.89
0.00
4847
2 P13
S5
Exum
3.40
1.56
Corn, Grain
130 bu.
2/15-6/30
138
0
15
Inig.
123
49.13
0.00
76.65
0.00
4847
2 P13
S5
Exum
3.40
1.56
Wheat, Grain
60 bu.
9/1 4/30
112
0
0
Irrig.
67
26.84
0.00
41.87
0.00
4847
2 Pl4
S5
Aycock
3.40
2.98
Corn, Grain
130 bu.
2/15-6/30
144
0
15
brig.
129
51.53
0.00
153.55
0.00
4847
2 P14
S5
Aycock
2.98
Wheat, Grain
60 bu.
911-4/30
121
0
0
prig.
73
29.00
0.00
86.42
0.00
8490
13 P10
S5
Norfolk
2.13
Com, Grain
115 bu.
2/15-6/30
131
0
15
Inig.
116
46.34
0.00
98.69
0.008490
13 P10
S5
Norfolk
r3.40
2.13
Wheat, Grain
60 bu.
9/1.4/30
125
0
0
brig.
75
29.96
0.00
63.81
0.008490
13 Pl2
SSNorfolk
2.98
Com, Grain
115 bu.
2/15-6/30
131
0
15
brig.
116
46.34
0.0
138.08
0.00
8490
13 P12
SS
Norfolk
11.70
2.98
Wheat, Grain
60 bu.
9/14/30
125
0
0
brig.
75
29.96
0.00
89.28
0.00
601467 Database Version 3.1 Date Printed: 10/22/2004 WUT Page Page 1 of 4

Waste Utilization Table
Tract
Field
Source
ID
8490
13 P9
S5
8490
13 P9
S5
8491
10 P4
S5
8491RIMS5
9491
8491
8491
8491
10 P6
S5
8491
3 P8
S5
8491
3 P8
S5
8491
1 9 P7
S5
8491
9 P7
SS
Total Use.
Soil Series Acres Acres
olk 11.70 3.(
al 11.70 3.1
1
1
2.1
2.1
2_1:
2.1:
2.11
2.1
2.1
2.1
Crop
Grain
t, Grain
d Bermudagass Hay
I/Annual Rye O/S, Hay-4/7 Harvest
,d Bermudagass Hay
ti/Annual Rye O/S, Hay-4/7 Harvest
id Bermudagass Hay
WAnnual Rye O/S, Hay-4/7 Harvest
id Berrnudagass Pasture
Il Grain Overseed
rid Bermudagass Pasture
11 Grain Overseed
Year 1
Nitrogen I
PA
Comm.
Fert.
Nutrient
Applied
Obs/A)
Ros.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)Applic.
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
LiquidL=ure
Manureutrient
Appliedeq'd
(Field)(lbs/A)
RYE
Period
Applic.
Method
N
N
N
N
1000
gal/A
Tons
1000 ga
11.5 bu.
2/15-6/30
131
0
15
Irrig.
116
46.34
0.00
140.40
0.
/ 4/30
125
0
0
Irria
75
29.96
0.0
90.77
0.
60 bu.
6.5 Tons
2.0 Tons
9 1
3/1-9/30
10/1-3/31
296
100
0
0
0
0
brig.
296
118.24
.97
0.00
0.00
2'
6.5 Tons
3/1-9/30
296
0
0
a1mg-296
.24
0.00
2
2.0 Tons
10/1-3/31
100
0
0
.97
0.00
6.5 Tons
3/1-9/30
296
0
0
.24
0.00
2
2.0 Tons
1011-3/31
100
0
0
brig.
50
19.97
0.00
5.5 Tons
3/1-9/30
202
0
0
irrig.
202
80.69
0.00
1
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
5.5 Tons
311-9/30
174
0
0
brig.
174
69.50
0.00
LO Tons
10/1-3/31
50
0
0
Irrig.
15
12.98
0.00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
Balance, 1000 gallons
5,1
4
-3;
Total Applied, tons
Total Produced, tons
Balance, tons
PA
;.
Notes: 1. In the tract column, -symbol means leased, otherwise, owned. 2. Symbol " means user entered data
-
Notes:
601467 Database Version 3.1
Date Printed: 10/22/2004 WUT Page Page 2 of 4

Wucln T.M.
Vrar 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(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
coos
4846
1 PI
S5
Exum
8.80
2.52
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
Irrig.
274
109.45
0.00
275.81
0.00
4846
1 PI
S5
Exum
8.80
2.52
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
brig.
50
19.97
0.00
50.33
0.00
4846
1 P2
S5
Exum
8.80
2.36
Hybrid Berrnudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
brig.
274
109.45
0.00
258.30
0.00
4846
1 P2
SS lExurn
8.80
2.36
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3131
100
0
0
brig.
50
19.97
0.00
47.13
0.00
4846
10 P3
SS
Norfolk
10.80
2.07
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
244.75
0.00
4846
10 P3
SS
Norfolk
10.80
2.07
Cereal/Annual Rye O/S, Hay4n Harvest
2.0 Tons
10/1-3/31
100
0
0
brig.
50
19.97
0.00
41.34
0.00
4847
1 PI I
S5
Aycock
24.10
24.10
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
brig.
48
19.33
0.00
465.92
0.00
4847
1 PH 1
S5
Aycock
24.10
24.10
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
1,569.12
0.00
4847
2 P13
S5
Exum
3.40
1.56
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
45
17.89
0.00
27.92
0.00
4847
2 Pl3
S5
Exum
3.40
1.56
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
brig.
161
64.31
0.00
100.32
0.00
4847
2 P14
SS
Aycock
3.40
2.98
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
brig.
48
19.33
0.00
57.61
0.00
4847
2 P14
SS
Aycock
3.40
2.98
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0.00
194.02
0.00
8490
13 P10
S5
Norfolk
11.70
2.13
Wheat, Grain
60 bu.
9/1-4130
125
0
0
brig.
50
19.97
0.00
42.54
0.00
8490
13 P10
SS
Norfolk
11.70
2.13
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
116.56
0.00
8490
13 P12
S5
Norfolk
11.70
2.98
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
50
19.97
0.00
59.52
0.00
8490
13 P12
SS
Norfolk
11.70
2.98
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
brig.
137
54.72
0.00
163.08
0.00
8490
13 P9
SS
Norfolk
11.70
3.03
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
50
19.97
0.00
60.52
0.00
9490
13 P9
S5
Norfolk
11.70
3.03
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
brig.
137
54.72
0.00
165.81
0.00
8491
10 P4
S5
Norfolk
10.80
2.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
brig.
296
118.24
0.00
250.66
0.00
8491
10 P4
S5
Norfolk
10.80
2.12
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
1011-3/31
100
0
0
Irrig.
50
19.97
0.00
42.34
0.00
8491
10 P5
SS
orfolk
10 880
2.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
250.66
0.00
8491
10 P5
SS
Norfolk
10.80
2.12
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
50
19.97
0.00
42.34
0.00
601467 Database Version 3.1 Date Printed: 10/22/2004 WUT Page 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
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(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
8491
10 P6
S5
Norfolk
10.80
2.12
Hybrid Betmudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
250.66
0.00
8491
10 P6
S5
Norfolk
10.80
2.12
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
brig.
50
19.97
0.00
42.34
0.00
8491
3 P8
S5
Wagram
4.30
2.26
Small Grain Overseed
l.0 Tons
10/1-3/31
50
0
0
Irlig.
35
13.98
0.00
31.60
0.00
8491
9 P7
SS
Craven
2.10
1.11
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
35
13.98
0.00
15.52
0.00
Total Applied, 1000 gallons
4,866.70
;.
`
Total Produced, 1000 gallons
1,222.45
Balance, 1000 gallons
-3,644.30
Total Applied. tons
P
0.00
Total Produced, tons
0.0
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
601467 Database Version 3.1 Date Printed: 10/22/2004 WUT Page 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 event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4846
1 P1
Exum
0.35
1.0
4846
1 P2
Exurn
0.35
1.0
4846
10 P3
Norfolk
*0.35
1.0
4847
1 PH
Aycock
0.35
1.0
4847
2 P13
Exum
0.35
1.0
4847
2 P14
Aycock
0.35
1.0
8490
13 P10
Norfolk
0.50
1.0
8490
13 P12
Norfolk
0.50
1.0
8490
13 P9
Norfolk
0.50
1.0
8491
10 P4
Norfolk
*0.35
1.0
8491
10 P5
Norfolk
*0.35
1.0
8491
10 P6
Norfolk
*0.35
1.0
8491
3 P8
Wagram
*0.35
1.0
8491
9 P7
Craven
*0.35
1.0
601467 Database Version 3.1 Date Printed 10/22/2004 IAF Page Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen 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 concem.
T .. .. Qb,A,. TT;+,n.n TTfd;,nfinn Tnhla
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.161
16.29
32.58
48.87
Hay 6 ton R.Y.E.
300
26.32
8.14
16.29
24.43
Soybean 40 bu
160
14.04
15.27
30.54
45.81
----------------------------------------------------------------------------------------------- ------------g--------
601467 Database Version 3.1 Date Printed: 10-22-2004 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Availahle. Waste Ctnraoe Canacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
166
1
3
180
1
4
180
1
5
149
1
6
119
1
7
180
1
8
149
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------- --------------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Capacity Page Page 1 of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offske 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.
------------------- ------------------------------------------------------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10/22/2004 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer 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.
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.
----- ------------------------------------- --------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10/22/2004 Specification Page 2

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.
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.
------------------------------------------------------------------------------------------- -----
601467 Database Version 3.1 Date Printed: 10/22/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): 2 P13
Com: 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 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1 P11, 2 P14
Corn CP, Mineral Soil, highly leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fabrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Apply 20-401bs/acre sulfur; 1/4 at planting and the remainder with the rest of the N. 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.
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 1 of 10

The following crop note applies to field(s): 13 P10, 13 P12, 13 P9
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 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): 1 P1, 1 P2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 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 P 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 lb/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.
---- ---------------------- ---------------------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 2 of 10

The following crop note applies to field(s): 10 P3, 10 P4, 10 P5, 10 P6
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 lb/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.
The following crop note applies to field(s): 9 P7
Small Grain: CP, Mineral Soil, low -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): 3 P8
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.
------------------------------------------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 3 of 10

The following crop note applies to field(s): 9 P7
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar, 1 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 1001b/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.
The following crop note applies to field(s): 3 P8
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 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 l' to L V 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 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ae 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.
-------- --- - --- ---- ------------------------------------------------------------------- -------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 4 of 10

The following crop note applies to field(s): 2 P13
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): 1 P11, 2 P14
Wheat: Coastal Plain, Mineral Soil, highly 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 wheat is essential. Review the NCSU Official Variety
"green book" and select a high yielding variety with the characteristics needed for your area. Apply no
more than 301bs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at
this time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February -March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. 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.
-
------------------------------------------------------------------------------------------- --------------------------------------------------------
6ot467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 5 of 10

The following crop note applies to field(s): 13 P10, 13 P12, 13 P9
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.
------------------------------------------------------------ ----------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 6 of 10

The following crop note applies to field(s): 1 P1, 1 P2
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between
September 15 and October 30. An additional 501bs.acre of PAN may be applied in February -March. If
rye growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7, which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 501bs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
----------------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 7 of 10

The following crop note applies to field(s): 10 P3, 10 P4, 10 P5, 10 P6
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bennuda
prior to August 31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If
rye growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of Bermuda. A harvest is required prior to heading
or April 7, which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
------------------------ ----- -------------------------------------------------------------------- - ----------------
601467 Database Version 3.1 Date Printed: 10-22-2004 CropNote Page Page 8 of 10

The following crop note applies to field(s): 2 P13
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 1 P11, 2 P14
Double -Crop Soybeans, Coastal Plain: Mineral Soil, highly leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 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 recommended for
the soybeans can be applied to the wheat in the Fall. Potash recommended for the soybeans should be
applied 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
double crop soybean production.
-----------------------------------------------------------------------------------------------------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 9 of 10

The following crop note applies to field(s): 13 P10, 13 P12, 13 P9
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
--------------------------------------------------------------------- ----------------------------------------------------------
601467 Database Version 3.1 Date Printed: 10-22-2004 Crop Note Page Page 10 of 10

State of NorthTCaroeina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
November 20, 2000
CARL KIRBY SR
C&G SWINE
1775 ANTIOACH ROAD
PINEVILLE NC 27863
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
Subject: Certificate of Coverage No. AWS960057
C&G Swine
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Carl Kirby:
In accordance with your application received on November 6, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Carl Kirby Sr, 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 C&G Swine, located in Wayne County, with an animal
capacity of no greater than 3200 Wean to Feeder and the application to land as specified in the Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS960057
C&G Swine
Page 2
• IR
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Washington 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 Stephanie N ilam at [phone] ext. 544.
cc: (Certificate of Coverage only for all cc's)
Wayne County Health Department
Washington Regional Office, Water Quality Section
Wayne County Soil and Water Conservation District
Permit File
NDPU Files

f T
State of North Carolina
Department of Environment and Natural ResourclECEIVED
Division of Water Quality
Non -Discharge Permit Application Form NOV 0 6 2000
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
TION
General Permit - ExistingAnimal Waste O er t� u g3 surfing
A cha-ga Permitting
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that 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: C&G Swi
1.2 Print Land Owner's name:
1.3 Mailing address:
City, State: Pineville NC Zip: 27863
Telephone Number (include area code): 919-735-7613
1.4 County where facility is located: Wayne
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):
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Goldsboro Hoe Farms
1.8 Date Facility Originally Began Operation: 1/27/1995
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.; 96 (county number); 57 (facility number).
1.2 Operation Description: Swine operation
Wean to Feeder
3200- 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 number for which the waste management structures were designed.
Type of Swine
b Wean to Feeder
0 Feeder to Finish
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
0 Layer
0 Non -Layer
0 Turkev
0 Dairy
0 Beef
No. of Animals:
FORM: AWO-G-E 7/7/99 Page 1 of 4 96 - 57

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 19.6A= ' Required Acreage (as listed in the AWMP): 6.95
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 (Sq) (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or l� (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
� or NO (please circle one)
7/8/94
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
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. Some of these components may not
have been required at the time the facility, was certified but should be added to the
CAWMP far permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 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.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list. please include the
additional components with your submittal.
Applicants Initials
6zt�
60k
FORM: AWO-G-E 7/7/99 Page 2 of 4 96 - 57

Facility Number: 96 - 57
Facility Name: C&G Swine
4. APPLICANT'S CERTIFICATION:
I, Carl Kirby, Sr. (Land Owner's name listed in question 1.2), attest that
this application for C&G Swine (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 inc om lete
,� . oi�Go
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best 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 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
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 7/7/99 Page 3 of 4 96 - 57

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/` ��J•� undetl S121e2
DeOarment of
Acrnculture
OPERATOR:
r a
Sod
con]ervellon
$4rviC e
6"L k1af�-y 2
0
I
Please review the attached plan and specifications care`ully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
;:nderstand ..hat is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is. RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design. will attempt to balance cuts and fills as close as
-- —:7;,pcssible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area. .
NOTE: Design Requirement:
Estimate of Excavation:
Estimate or ?ad L Dike:
Ration
If%722 CU. f t.
cu.yds.
Job Class IL' 30JuNe
Da to
Designed By
a
Design Approval_ /J
1 Name
Da to
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cu. ft. 3817 cu.yds.—
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i
Operator:Carl Kirby
County: Wayne
I Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 06/30/94
2000.0 feet
0
sows
(farrow to
finish)
x 1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x 522
lbs. =
0
lbs
0
head
(finishing
only)
x 135
lbs. =
0
lbs
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
3200
head
(wean to feeder)
x 30
lbs. =
96000
lbs
Describe other
0
Total Average Live Weight = 96000 lbs
1 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
1 3.
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet "1904ER P-C&64% NO 5U/D&C SroRA&v,
51uv6E W(u, ev vwma✓ev ks ure;VE-v."
1 4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 200.0
Inside top width (feet)---------------------- 130.0
Top of dike elevation (feet)----------------- 50.5
Bottom of lagoon elevation (feet)------------ 40.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 194.0 124.0 9.5
AREA OF TOP
LENGTH * WIDTH =
194.0 124.0 24056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
137.0 67.0 9179 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
165.5 95.5 63221 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24056.0 63221.0 9179.0 1.6
Total Designed Volume Available = 152722 CU. FT.

1 5. TEMPORARY STORAGE REQUIRED
1 5A.
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 130.0 26000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
15B. Volume of wash water
15C.
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
Volume = 0.0 cubic feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15166.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
1 6. SUMMARY
17.
5A.
23444
cubic
feet
5B.
0
cubic
feet
5c.
15167
cubic
feet
5D.
15167
cubic
feet
TOTAL 53777 cubic feet
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
200.0
feet
Inside top width____________________________>
130.0
feet
Top of dike elevation_______________________>
50.5
feet
Bottom of lagoon elevation__________________>
40.0
feet
Total required volume_______________________>
149777
cu. ft.
Actual design volume________________________>
152722
cu. ft.
Seasonal high watertable elevation (SHWT)===>
46.9
feet
Stop pumping elev.__________________________>
46.9
feet
Must be > or = to the SHWT elev.====______>
46.9
feet
Must be > or = to min. req. treatment el.=>
46.0
feet
Required minimum treatment volume=====______>
96000
cu. ft.
Volume at stop pumping elevation=====_______>
96415
cu. ft.
Start pumping elev._________________________>
48.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
137555
cu. ft.
Volume at start pumping elevation=====______>
136346
cu. ft.
Required volume to be pumped________________>
38611
cu. ft.
Actual volume planned to be pumped=====_____>
39932
cu. ft.
Min. thi kness of soil liner when required==>
1.5
feet
DESIGNED BY:
vto
APPROVED BY: '�
6SOR e 14 Pe S, 61A-O�iP,b(tp 4C6, (AV4K?
DATE: 3o q4 DATE: 7l8 %9
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS • U47VA (4/(G Wad_ ATt ciA wASTg unuZA-ftotJ OL4-J.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 38611 cubic feet or
288807 gallons.

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

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

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

SHw -&4
s3'2-
5pW7 3�
�FF Z
SCS-ENG-538 2 U. S. DEPARTMENT OF AGRICULTURE
R_ 5-70 : /� 5 E- SOIL CONSERVATION SERVICE
SOIL INVFSTIGATION TO DETERMINE SUITABILITY OF PROPOSED PONfl SITE
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13

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.2 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
9.6 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1200.0 LBS. OF.10-10-10 FERTILIZER (1000 LBS./ACRE)
2.4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
120.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of,Agricylture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
Landowner:? ,,;(, County WAYNE
Community or Group No. Conservation Plan No.
Lagoon
Estimated Depth of Water to Top of P11M Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation -%-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. :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.
2
3
Describe potential for loss'of life and damage to existing or probable future downstream
improvements from a sudden breach
�. 0'?�-''�
Hazard Classification of —Dairy (i' b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By %-
(name) title
Concurred By 11�t J"J�
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date -77
Date %/ Sl

/.J 1�14�V �4n VY.e�YV ��`�� �v.uu •..v�
NWA GOLDSBORO 15' QUADRANGLE
235 55, 236 2 330 000 FEET w 77°52'30'
—�e r -� - 35
. I
l v
1534
rl
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�" � e Nahnw ; ;� - - =31
\ Ch —
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if 1 ��
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3as
t �v � Mus�ave
Cep - _ice - � Crossroad^ � j � � . �r
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WASTE UTIL.I7:ATIC!N PLAN
---------------------
Owners name--.C.ARL k;:iR1=.'Y
Mai I Address-:PIk::EVILI-E
Type of production unit ----.WEAN - FEEDER'
Number of animal units-------: s=sy-t
County:WAYRIE
Type of waste fac i Iit"y------:Ana.erob i s La:aoon
Temporary storage period--. I.i=O days
Method of appIicatican------ :IRRI'-IATF
Amount of artimal waste produced ------------------•
Amount of plant available N produced t.}> animals-:
C:1-immerc i a i N to apply on planned
1:351 tons/year
153t-', lbs./year
0 1bs.'Year
Your animal waste utilization plan has been specifically
cJeve I oiled for your swine opera.t i on. The plan is based on the
SCIII. type , crops to be grown` and method of application for
your particular operation. The waste roust be land app I i ed at a
specified ra.te to prevent pollution of surface aril/or •;round
water-. The pIant nutrients in the animal waste should be used to
reduce the amount of corf-imerc!al fertilizer required for the crops
where the waste is to be appIied. This waste utilization plan
uses r1 irii nutrient.
t1 Waste should be
analyzed before each application cycle and annual suil tests
are encouraged so that al plant nutrients can be ba.larced for
realistic yields of the r. r op to be grown.
Sever -a I factors are i mportarit i n ! mp I ement i rig your waste
utiIization plan in order to maximize the fertiIi'zer value of
the '.:paste and to ensure that it is app I i ed in an
eriv ironmentaI I safe manner. Always apply waste based or, thte
needs of the crop to be grown and the nutrient content of the
waste. Dr_. not apply more nitrogen than the crop cart ut i I i ze.
So i I type - are important as they have different i of i i trot: i on
rates and ]each i rig potent i al Waste sha I I not be app i i red t::
Iand eroding at .greater tha.n 5 tens per acre per Year. Do not
apply Waste on saturated si! i I s or .7n land when the-urfa.ce is
frc1zerr. Either of these- cond i t i ona ma'y resu i t i n runoff to
surface waters. Wi rid coed!ti runs s h o u I d a sn be cona i d e r e d to
avoid drift and downwind odor problems- To rri'd_i: l M i Z e the Va. I ue
of nutr- i ents for- crop, product ion and to reduce the potent i a I
f r F _ I I ut i or, the waste hou I d be a.pp I ! ed to a ,fir Win -1 Crf F r
u �ii t c S -i
not rriiir_.e than '-O days pr- i .--It- to p I ant i rig . So i i i nc orp Gr"at i fin
of Waste W i I I conserve nutr- i ents and -educe odor prop I erns.

Rage 2
The acres needed to apply the animal waste ;s Based on typical
nutrient content for this type of facility. Annual acreage
requirements may Be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN Is BASED ON THE FOLLOWING.
Tract Feld Soil Crop Yield Lns. N Acres Lbs. N Month to
No. No. Type Code /Acre /UnA used Apply
4R47 gA Ex C 6.5 5o.00 1.e 325 MAR-OCT
4847 5k ro2 C 6.1 50.00 1.0 305 MAR-OCT
4847 !- , 4 C 6.1 smog@ 4.0 lzze MAR-OCT
Total 6.0 1 5@
Available Nitrogen (includes commercial) Isis
Surplus Or Deficit -s14
Crop modes. crop -unit -
A=Barley-bu. I=oats-bu.
B=Bermudagrass(graze)-tons J=Rye-bu.
C=Bermudagrass(hay)-tons Smlil gra:n(graze)-acre
2=Curn (grain)-bu. L=sr lI grain(hay) -acre
E=Corn(s;;age)-tons Msserghum(gra:n)-cwt.
F:cotton-lbs. 6 nt W= eat-bu.
G=Fescue graze! -tong Y= scue:paeture>-tons
H=Eescue(Ky)-tons z=BwwudagrassQasture?-lone

F' .te
If more commercial fertilizer is used than shown in this plan,
thee, additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter- strip should be seeded a.IGn-1:1 ai
ditches in fields that receive animal waste.
Acid i t i ona I c orrirrients
' I
Yam. -- -
------------- -- - - -- � ------
Pr-epar-ed by: Z,7 r✓ Yv T i t 1 e ti ._ Date L✓
� 4
r
onCUrred in by: C "�-- --= -�----------- Datee —�
F'r-oduc er
I understand that I trust: own or have access to ec;uipment.
primarily irrigation equipment, to Iand apply the animal Waste
described in the i s waste ut i I i -zat i on p I an. Th i s equ i prnent must be
available at the appropriate pump in:a time such that no discharge
occurs from the Iagloon in a 25-year- 1-day storm event. I also
certify that the ir,Lste wi l I he al_,p 1 i ed r;n the I and accord i n3 to
this plan at the appropriate times and at rates that nc. runoff
occurs.
--- - - -- / Date
. d 1 _ ter- - - -- - ---- ---------
TechnicalSpecialist': �, 1,/ Date:(�1��
(Copy = G r Q I 11 C er YI 'I= t .a.

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Attachment B
?age 1 of 3
North Carolina Agricu?aura=teasicn 5c7--o
Ao-ri-Waste Managern-ent
Sicicgicd arc ��r sgac-^.rsg Nor s C.zrviz sa Srarr ;i r-s��
I.1 OG�. 7b5� Sd19.�iG, AM :pS--S ARID
OF 71fiD Ate.: ±.5':I= R e—e
Sages C. 3ar)ce-*
A. Seri-So'_d :et Bye
lot
a. :ram landed s?r-rap-, coi-leer aboL.-- 2 lbs of
lo=--'== using =c=e-=T' c co�� ect«rs.
=• _� storage
a. Collec-z about 2 1bs cf ----e f=om the s•.s=ace c st
avaid!g beddi^_and uzi=g �nr-nn r��� CD 11eCtD �S.
3 _ Lic--=d M=- -e 51-
_. yinde--slowed-rocr uic
a. .wind a 1/2` =c=er='' : _ crc:::t ov_ em on ba•.r ends Y.to
-z===e tD bit floor.
b. Seal vanes end of c^-r •'t (e.g., by ?:act a t..�z:.:c over end
of coaajjjt)-aka:ng-_-�*--e cat has enta_ad love: e=d, =e =ve
a;sd e=ty sl••� —'-=n DIaS-c bu: Xat o=
e. Z e sub-a-les -na 5 or =ore locat.:ors or at leas= 1 c•.:ar---.
and add about 3/4 ?in= to nonme-=" : c sawle cwta_ae=.
Zxta _or s-.zrage basin or tank
a. "=Y- s=e -e has bets we!-' --'mod v:=h a ' c.id ^ -a
:apple=-agitaar or ?=npe er a taco
b. -aka subs—les :=aa about 5 mit locario= , agita=n: ? =?
o= ~aa - --e s?reader and ?lace in a b,,rkat.
* Professor and Z_ension Spec =- t 3iolog-=t nd gc't aee_i rag
Dena -went, North Ca_=01i•= States university, 3al.e4g-n, NC.

u
dttac'.=ent B
Page 2 or 3
c. Yix and add 3/4 plat to a nonmetallic sample con -.-airier.
C. Lagoon Uc-id
i. Collect about 3/4 pint of recycled lagoon liqu�'d from inflow pipe
to `lush tanks in a anameta11ic samoie container.
U. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15, Dole.
b. °xtand bottle 10-15' away -om bank edge.
c. Brush away floa-_iag scum or debts.
d. Submerge bottle within 1' of liquid sue==ace.
e. 1=tt into a plastic bucket, repeat about 5 times around
lagoon, nix, and add 3/4 pint to nctaetallic sar^p1e container.
D. Broiler or T- key Litter
i. House litter
a. 4; e2,al ly inspect for areas of va 7-"ng quality, e.g. ,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 L-tar subsa. les at locations proportionate to
item a. E.g., 20% of Ltter of si..milar visial Qual-- =y is
around feeders and waterers, take 1 subsampie there and the
other 4 subsampies from remainder of floor surface.
C. At each location, collect a t--Zer from a 6" by 6" area down to
earth floor and place in a plastic bucket. -
d. After 5 subsamales have been added to the bucket, ^-.ix, and add
about 2-3 lbs linter to a nonmetallic sample container such as
a 1-galion free-zer bag and seal.
ii. From stockt,le
a. take suhsamples fro= about 5 locations at least 18" i^to pile.
b. M-ix, add 2-3 lbs to nonmetallic samo le con-..ai_ner and seal.

Attachment B
Page 3 of 3
II. SAu—'T%' ?3r?AB."'ION AND TRAANS=
A. Place sample into as expandable container that can be sealed. Rinse
residues =rom can-,ainer with clean water but do not use disi-fectanzz ,
soaps, or =eat in any other way.
B. Pack sample --. ice, re_r_gerate, freeze, or ` ansfer to lab quickly.
C. Eland -delivery is most reliable way of sample =aasfer.
D. if mailed, protect sample cantz ner with packing matarral such as
newspaper, box or package with wrapping pacer, had tape.
E. Commercial sampla coatai^.e_s and mailers are also available. Contacts:
i. AEI. Faster= Ag=icsltu-a1 Lab, Inc. iii. ?olyroam Packers Cotp.
7621 'Whiteaine Road 2320 S. ?other Avenue
Richmond, VA Z2237 _ 'Wheeling, ZL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co.
3315 Ai :tan Road
Raleigh, NC 27604
iv. NASCO
902. . anew? le Avenue
Fort Ats=:son, W: 53538
Ph: [phone]
F. P =va-e analytical labs are available, but sample analyses are costly.
G. The NCDA provides th; service for Sc==h Carolina residents.
i_ Address: No—__h Carolina Depa-meat of A cu? t^=e
'Agronomic Divisiaa
Pi ant/Vaste/Soln..icn Adv-rjsary Secn_on
Blue Ridge Road Center
?.0. Box 27647
Raleigh, NC 27611
?h: [phone]
Az=: Dr. Bay Campbell
ii. Forward $4 along with the sample.
iii. Include the foilowi:.g idea ification inforaatien with sample:
a. Livestock species (dairy, swine, -.=key, etc.)
b. Livestock usage (s.'ine-nursery, finishing; =.=key -breeders,
brooderhouse, grower, number flocks --own on __tter; etc.)
c. 'Waste type (dairy -lot scraped maznT e, Liquid slur-y- wine -pit
slurry, lagoon liquid, sludge; broiler -house li ter, stockpile
iv. Routine analyses per:ozmed on an samples: N, ?, R, Ca, Mg. Na,
S, Fe, Hn, Zn, Ca, 3
v. Additional analyses performed upon request: DM, Ho, Cd, Ni, ?b
ZZ

Total Volumes
Grid cell size: 2.57 by 2.58
Original drawing scale: 100.00 ft/in
Project: Carl Kirby 2
Drawing: Drawing 1
Number: GHF071
Location: Wayne Co.
Bid Date:
Engineer: Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/30/94 Time: 17:25:12
Final surface: Proposed
Initial surface: Existing
Cut
Fill•.
I Difference :
Tight Volumes
5709.51
3816.75
1892.76
All volumes are in cubic yards.
Expansion (%)
0.00
25.00
Net Export :
Expanded Volumes
5709.51
4770.93
938.58
23

----------------------------------------------
----------------------------------------------
Site Balance Report
Grid cell size: 2.57 by 2.58
Original drawing scale: 100.00 ft/in
----------------------------------------------
----------------------------------------------
Project: Carl Kirby 2
Drawing: Drawing 1
Number: GHF071
Location: Wayne Co.
Bid Date:
Engineer: Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/30/94 Time: 17:23:47
(Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
(Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
(Balancing to 0.0 +/- 10.O,cubic yards
delta
Cut
Fill
Cut - Fill
0.000
5709.51
4770.93
938.58
0.307
5447.64
5617.86
-170.22
0.260
5487.44
5487.44
-0.00
Raise "Proposed" by 0.260 feet.

Orientation: -45.0
54.
52.
50.
48.
46.
44.
42.
40.
38.
Lower Left
Z Magnification: 10.3
tis
y:�M1rilfi i���'� ��Rlll fT* i1r�7�f7771111�CY�,Woom ..
Inclination: 20.0 it
3D Mesh Surface

E
Report: Plan View Cross-section Locations
Project: Carl Kirby 2
Drawing: Drawing 1
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/30/94 Time: 17:32:15
Scale: 70 ftiin

54.5
53.0
51.5
50.0
48.5
47.0
45.5
44.0
42.5
41.0
39.5
38.0
Cross -Section Plots
Digitized Points
Horiz. scale: 50 ftiin Vert. scale: 3 ftiin
Project: Carl Kirby 2
Drawing: Drawing 1
Number: GHF071
Location: Wayne Co.
Bid Date:
Engineer: Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/30/94 Time: 17:27:42
------
........................................................... .....................................................................................................................
e
....................................................... ........................................... ............ ..... .... . ..................
Proposed
...............................................;...............................
.....................................:.................................
............................ ........ ........................... ....................... ................................. :... ...............................,
i
............................................ ...................... ............................... ............................:. ............................... .}....................................
Ex i#t ing
................................ ........... .............. ................................. ......... ............................ ...... ....................... .....:................ .......................
i
368.

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
----------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME ---
------------------------NCa1�-
------------------------ -I5l`L-------------
TELEPHONE- --- SIZE OPERATION------------
---
LOCATIONDATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER LAL°o -FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO -
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES----- NO ----
If no, site must be relocated.
IS SITE WITHIN ,1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO ----
if yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES---- NO -
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO ----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO -
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO -
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO -
IS AN ARCHAEOLOGICAL OR 'HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-J-'--
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO
if yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH' PRODUCER...........
........PREDOMINANT WIND DIRECTION? YES-`� NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES- ✓ NO----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES- / - NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-Z NO ----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND✓
APPLY WASTE? YES---- NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--� - NO------
ISA CLAY LINER REQUIRED? YES--►---- NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES--&--- NO------
QUESTIONABLE-------
IS A CORE TRENCH REQUIRED? YES------ NO- ✓--
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YES-=�! - NO------ CONDITIONAL --------
COMMENTS----------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE---��- Z&---------- DATE-3-L --1'�/--
�)� A �� Page 3

CARL KIRBY
IRRIGATION
DESIGN

'Cl
TOM CROCKETT IRRIGATION, INC. • P.O.BOX 390 • WILLIAMSTON, NORTH CAROLINA 27892 • 919-792-3121
• •r i011
Mr. Grover I"
USIyl-m-Im
IFJayne Center Rar11 A
M6 I,bst (liestrut Street
Q)1&91xmm,North Carolina 27530
Dear t1r. fiend,
UP traveler underground unste system designed and installed for Carl Kirby meets iBYrihtural Resairces
QTomatLm Service qulifications. 'Ili pipe is sbout three feet deep; all fittings xiere properly clear,^
and glue;l in place. More than erugh concrete tics used to thrust block the ends, ninety elbows
and at the puT. discharge. There were no leaks in the system and the system operated as desigied
xAth adequate fissure, sprinkler mverage,and proper buffers frun the ditchies.
If I (m be of further lIelp please call.
Sirxmrely,
Preston L. Par..=, Jr. (Vern)
TDI M, D=
Il1Rti=CN, DU.
PLP /sue
cc. Carl Kirby
1775 Aitioch 'tl
Pure. itle.IdC 27863
Q-S t-c OIL / kle a 6 o li eJ-
�

United States
Department of
Agriculture
Natural
Resources
Conservation
Service
DATE: May 30, 2000
SUBJECT: ENG — Irrigation System Plan and Layout
Carl Kirby Farm
Wayne County
FILE CODE: 210
TO: Grover Hood
Ag Cost Share Technician
Wayne County
Room 108, Federal Building
134 North John Street
Goldsboro, NC 27530
Based QQn� the field office staff satisfactory review of the layout of the irrigation system for Mr. Carl
Kirby's'3200 head wean to feeder swine operation by Mr. Vern Parker and my review of the
additional information requested in my letter to you dated on March 7, 2000, it appears that this
irrigation system plan meets the minimum NRCS requirements. Please let me know if I can be of any
further assistance.
Dean K. Bingham'
Supervisory Civil Engineer
attachment
cc: William J. Harrell w/o attachment
Patricia Gabriel w/o attachment
' 2 _ 3 Zo P /Goa
pe
The Natural Resources Conservation Service.
formerly the Soil Conservation Service, works
hand -in -hand with the At imn people to
conserve natural resources on pmzte lands.
AN EQUAL OPPORTUNITY EMPLOYER

United States Natural
Room 108, Federal Building
Department of Resources
134 North John Street
Agriculture Conservation
Goldsboro, NC 27530
Semite
DATE: March 7, 2000
SUBJECT: ENG — Irrigation System Plan
Carl Kirby Farm
Wayne County
FILE CODE: 210
TO: Grover Hood
Ag Cost Share Technician
Wayne County
I have reviewed the irrigation plan by Mr. Vern Parker for Mr. Carl Kirby's 3200 head wean to feeder
swine operation. Patricia Gabriel approved the waste utilization plan on March 6, 2000. Please
address the following comments:
V-� 1. In the operating procedures, Mr. Parker directs the operator to increase the pump pressure to 138
psi at strait up. However, the TDH computations indicate the maximum pump pressure at design
condition is approximately 86 psi.
r� 2. Please show the pipe class and size on the working map.
p 3. It is the responsibility of the irrigation designer to insure that all spray fields meet state required
setbacks in effect at the time the operation was sited and/or when the field was included in the
Waste Utilization Plan. I have no way of checking this since property lines are not identified and
siting dates are not furnished. The attached table indicates the required setbacks.
Please verify that the irrigation system is properly staked as shown in the plans.
Dean K. Binghhaam�
Supervisory Civil Engineer 200
2 � 3 51311 ZD°°
attachment per" D
cc: William J. Harrell w/o
Patricia Gabriel w/o
The Natural Resources Conservation Service,
formerly the Soil Conservation Service, works
hand-tn-hand with the Amencan people to
-- natural resource on private lands. AN EQUAL, OPPORTUNITY EMPLOYER

/14/99 08:47 FAX
�tJ DA
QMi N RC S REQUEST FOR CUL rURAL RESOURCE FZVIE'J
Naarai Resaxces Consemaan Savice (This document is Fi aedom of Information Ex empt)
MAIL TO: Jim Errante, CRS, NRCS, 1835 Ass imbly St, Room 950, Co umbizl 5C ;'9201
Ph. [phone] FAX [phone]
County: vv
Owners Name(s):
List Practice(s):
Size of Practice(s): NG-t" L • 2
4 :'gram Type
Z00s
(VW_ Iv98)
%age of Ground Surface Visible: ®� �U 4 _
Type of Ground Cover 84�� �� ` 5M "( ��,4 r
Noteworthy Characteristics (.e. soil drainage / ter -ain): _
Name of USGS Quad(s):2Zy/�.�T
(Attach a photocopy of the practice area taken fron a topo map and clearly i tote th, to ion(s).
If any cultural resources (prehistoric or historic) ai = known to exist in the in.rnedi<1:e, c nity of the practice
area briefly describe:
If cultural resources are present, how did you acq lire this information?
National Register of Historic Places
Recollections of customer and/or adjacent la nd owner(s).
Historian, museum, or historical society.
Visual cues, such as artifacts, buildings, chit nneys, walls, foundation: !foetid l s .� 1es,
bridges, abutments, depressions, mounds, earthworks, or other lane =_;cape 'ea 1_ : es etc.
Field survey will be conducted by (circle one): /�:)R :_ � �ecialist
Name of contact person submitting this request_ `/��/� _
(TO BE COMPLETED BY SHPO AND/OR CRS) E:;:I#
Nv archaeological sites fiave been previ :)usly recorded within the APE 0 practice.
� e V,
Comments: a } GL I �� ( c
I
Signature: Date:_L"Lq -�Y_
The Naluf ncC c,s ri� Service �kS t1 in�zw-d .;m
me nmcr:o., poopM to p, rate Lw-di AN EQUAL : 4 I 1 TUNITY EMPLOYE(:
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MIKE
CARS KIRBY
PATH
02
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HpUSES 100
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T-4 46
10' RIGH-❑F-WAY
FOR PIPE
5
)KTECHNICAL
SPECIALIST
C Au7i Otl ;
NEEDS TO
VERIFY
—� --'
DISTANCE
RESIDENCE
TO NEAREST
AND ALL
�K
BUFFERS.
pqc
�� u,Ti a.
o - h�bp,��;J"Cj-/oo,,1
/63
SCALE: 1'-200'
DESIGNEDs
DRAWN,
GROVER
HOOD
I-lU' /-{(Jev(.
TECHNICAL SPECIALIST,
I
,v 1
�9 /`. �C U,�`. � c
APPROVEDi

ANIMAL WASTE UTILIZATION PLAN
Producer: Carl Kirby Sr
Location: 2396 Big Daddy Rd
Pikeville NC 27863
Telephone: [phone]
Type Operation: Existing Wean to Feeder Swine
Number of Animals: 3200.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant 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:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste 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 (gallons, ft3, tons, etc.)
3200 pigs x .40 tons waste/pigs/year = 1280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 pigs x .48 lbs PAN/pigs/year = 1536 lbs. PAN/year
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, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4846
1 P1
Ex
BP
4.9
245
2.52
617.4
I
APR-SEP
4846
-1 Pll
SG
50
126
I
11
1 12.52
SEP-MAY
4846
1 P2 Ex
BP
4.9
245
2.36
578.2
I
1
1
APR-SEP
4846
-1 P2
SG
1
50
2.36
118
I
SEP-MAY
8491
10 P3 NOA
BP
4.6
230
2.07
476.1
I
1
APR-SEP
8491
-10
SG
1
50
2.07
103.5
P3
I
SEP-MAY
END
I
TOTALI2019.2
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BP
SG
HYBRID BERMUDAGRASS-PASTURE
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
6.95
2019.2
0
0
6.95
2019.2
* BALANCE
-483.2
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

4.
ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 243.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1216
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 4.05333333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 9.728 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
jApplication
RatelApplic. Amount
Tract
Field
Soil Type
Crop
(in/hr)
(inches)
4846 (
1 P1
Ex
BP
.35
I *1
4846 I
1 P2
Ex
I BP
.35
*1
4846 I
-1 P1
SG
.35
I *1
4846 I
-1 P2 I
SG
I .35
I *1
8491
10 P3
NoA
BP
.5
*1
8491 I
-10 I
SG
I .5
*1
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
Page: 7

ANIMAL WASTE UTILIZATION PLAN
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 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.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, 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
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 or flies.
S. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the 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.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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 tuns, 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.
Page: 10

IS
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 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 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
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.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:C&G Swine (#96-57)
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
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 a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters 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 NCDWQ upon request.
Name of Facility Owner: Carl Kirby Sr
(Please print) �/ 0
Signature: h �M ,�. Date: 3��1242
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Patricia S. Gabriel
Affiliation:NRCS Phone No. 919-731-1532
Address (Agency): 208 W. Chestnut St.
Goldsboro NC 27530-4708
Signature: �� Date: _
Page: 12

ANIMAL WASTE UTILIZATION PLAN
Producer: Mike Kirby
Location: 1498 Antioch Rd
Pikeville NC 27863
Telephone: [phone]
Type Operation: Existing Wean to Feeder swine
Number of Animals: 3200.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant 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:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

r
ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste 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 (gallons, ft3, tons, etc.)
3200 pigs x .40 tons waste/pigs/year = 1280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 pigs x .48 lbs PAN/pigs/year = 1536 lbs. PAN/year
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, soil type and surface application.
Page: 2

1
ANIMAL WASTE UTILIZATION PLAN
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
8491
10 P4
NoA
BP
4.6
230
2. 22
487.6
I
APR-SEP
8491 -10 SG 1 50 2.12 106
P4 1 I SEP-MAY
8491 10 P5 NOA BP 4.6 230 1 2.12 487.6
I 1 APR-SEP
8491 -10 I SG 1 50 2.12 106
P5 I SEP-MAY
8491 10 P6 NOA BP 4.6 230 1 2.12 487.6
I 1 APR-SEP
8491 -10 SG 1 50 1 2.12 106
P6 I SEP-MAY
END
I
TOTAL11780.8
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BP
SG
HYBRID BERMUDAGRASS-PASTURE
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
6.36
1780.8
0
0
6.36
1780.8
*** BALANCE 1 -244.8 1
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 243.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1216
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 4.05333333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 9.728 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract l
I
Field I
I
Soil Type
l crop
I
8491 l
10 P4 l
NoA
l BP
I
8491 i
I
10 P5 l
NoA
I
I BP
8491 l
I
10 P6 l
NoA
l BP
I
8491 l
I
-10 l
I
l SG
I
8491 l
I
--10 I
I
l SG
I
8491 l
I
I
-10 l
I
l SG
I
(Application RatelApplic. Amount
l (in/hr) l (inches)
I .5 I
I I
I .5 I
I
I .5 I
I I
I .5 I
I I
I .5 I
I
I .5 I
I I
*1
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
Page: 7

ANIMAL WASTE UTILIZATION PLAN
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 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.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, 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
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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the 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.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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.
Page: 10

e
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 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 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
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.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:B&P Pig Farm (#96-56)
owner/Manager Agreement
I (we) understand and will follow and implement the specifications
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 a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters 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 NCDWQ upon request.
Name of Facility Owner: Mike Kirby
(Please print)
Signature: Date:
Name of Manager(If different from owner):_
Signature:
Date:
Name of Person Preparing Plan: (Please print)Patricia S. Gabriel
Affiliation:NRCS Phone No. 919-731-1532
Address (Agency): 208 W. Chestnut St.
Goldsboro NC 27530-4708
Signature: Date: 6
Page: 12

WAYNE �•!TY
vEfvC'r' MANr1 ,tiicNT. SERVICES (EhiS)
SOIL & WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CD'N�ERVnTION SERVICE (NRCS)
COOPERATIVE EX_fENSI0tq SERVICE (CES)
;15-9tio-u481
919-731-141:
919-731-15�,=•
919-7�1-1�3:�
919-7.51 -1 J�J
This plan will be implemented in the event that wastes from yoi
operation are leaking, overflowi-jr
-
NOT or r_m Wing off the site. You should
wait until waste; reach sl-trface waters or_ leave your property to
consider that you hav, - problc_m. You shok_rld m ;; every effort to
ensi_ire 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
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are;
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pUmping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include.
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
C. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused 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 (flushing system) pump.
b. Stop irrigation pt_rmp,
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation primp.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

_-
F, Leai;an r-rom base or si.i=::_.il cif lagoon. Often t :i= _.
as opposed to flowing leaks —possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into 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 the lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a.
Did the waste reach any
surface waters?
b.
Approximately how much was released and for what
duration?
c.
Any damage noted, 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 o;
the property)?
h.
How much reached surface
waters?
3. Contact appropriate agencies.
a. During normal b'_csiness hol_crs, call your DWQ (Division of
Water Quality) regional office, at 919-946-6481, after
hours, emergency nUmber:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND 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 SITUATION.
b. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
919-731-1413.
C. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(MRCS) office at 919-731-1532 and Cooperative Extension
Service (CES) at 919-7.S1-1525 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper- agencies for yoLc.

Contact'
che'contractor of your choice to
begin repair o:
problem
to n;_r:imize
off -site
damage.
a.
Contractors
Nan;e:
L " �'r
Wilson Brothers
b.
Contractors
Addrass:
R,)-=e 9, Bo.•:
204
Goldsbo-o, NC 27530
c.
Contractors
phone:
x
778-1580 (0) 778-1177 (H)
6. Corjt�.c the technical specialist who certified the lato n (NtCS,
Consulting Engineer, etc.)
a. Name:} 1� MRCS
b. phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-59*-5771

Insect Control Checklist for Animal Operations
Source C:wtie 13M1's to Control lnsecls -- _-
storage Accumulations of feeal O Reduce nloislure Sipe Specific Practices
residues
!:nal hola!,a;; � Accunnllatiuns.ofuninlsal
Is wastes and teed wastage
::Wore a ACCUllladalioaas of animal
wastes
acm alliIdlnln wlllvn and around
immediate perimeter of feed storage areas by
ensuring drainage is away troll, site anal/or
providing adequate conlailunenl (e.g., covered gin
for brewer's grain all(l similar high moisture grain
products)
C7 Inspect for and remove of break up accumulated
solids in Filter strips around feed storage as needed
O 131in1inale low areas that trap moisture along fetrces
and other locations where waste accumulates and
disturbance by alliuraals is nlinill1al
L7 lvlainlain fcncc rows and filler strips around animal
holding areas 10 111n111111Ze accunu11a1tions of wastes
(i.e., inspect for and remove or break tap
accumulated solids as needed)
C1 Remove spillage on it routine basis (e.g.
7- to I ()-(lay inlerval during sununer; 15- to 30-clay
interval during winler) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
171 Inspect for and remove or break up accumulated
wastes in filler strips around slockpiles and manure
handling areas as needed
:Marc information contact:
Coc native Extension Service, Department of Entomology, Box 7613, North Carolina Stale University, Raleigh, NC 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause HMI's to Control Insects Site Specific Prilelices
I,i(luid ,Systems
u(tc:;. o Accumulation of solids 0 Flusl► syslen► is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
O Remove bridging of acclunulated solids ill
_discharge
.a►s and bits • Crusted solids M—Wintain I,it;oons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a deptIl of no More than G to 9 inches
over more than 30 percent of surface
I:.• ssive vegetative o Decaying vegetation-L-l—Mainlaill vegetative control along banks of
Ji lagoons and other inlpoundinenls Io prevent
accumulation of decaying ve9dalive nlllller along
witler's edge on inlpoundnleliCs perimeter,
Dry Systems _
AS I'eC(I $.p111iIgC F-r-OCSIg11, (1pC1'(11C, and Illilllllillll feed--
(e.g., bunkers and troughs) to milliolize the
accumulation of decaying wastage
Cl Clc ll up spillage on a routine basis (e.g., 7- to 10-
day itllcrval during summer; 15- to 30-day interval
during winter)

Anl ,
SUC!.
rl;
t.I
Swine Farm Waste Management Odor Control Checklist
3urce cause Ith'IPS to Millimize Odol Practices
�411c Specific [ t actives
d Swine production Cl Vegetative or wooded buffers
O Recommended best management practices
C Goodjudgmcnl and common sense
Body • D:rty manure -covered Dry floors
ZIces
callectioll
Ver,(" Dn exhaust
for
lu-' .rlllccs
ailimals
• Wcl manure-covcrcd floors
Ca'Sotted floors
(=1—Watciers located over slotted floors
CI Feeders at high end of solid floors
E1--HcTaVd manure buildup from floors
D—UIRI tfloor ventilation for drying
• Urine
E -requent manure removal by flush, recharge,
• Partial microbial
hit
or scrape
decomposition
CI Underfloor ventilation
• Volatile gases
C1 Pan maintenance
• r.ust
i lsttictcnt air movement
• DUSI
'r-l—Washdown betwccu groups of allimuls
CI Feed additives
O Fccder covers
O Deed delivery downspout extenders to feeder
covers
xs • Aguauon ut recycled lagoon O Plush tank covers
liquid while fnttks are filling extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Sourc, — Causc IIMPs to Minuiuic Odor Site Specific Practices
<Iileys Agitation during wastewater Underfloor hush Willi underfloor ventilation
conveyance
charge points • Agitation of recycled lagoon C1—L`xtend rcclmrge lines to near bottom of pits with
liquid while pits are filling anti-siplion vents
..rations • Agitation during sump lank 17 Sump tank covers
tilling and drawdown
do drain • Agitation during wastewater CI Box covers
:.lion or conveyance
on boxy .
drain; Agitation during wastewater
ion conveyance
on sur:;—':s m Volatile gas emissions
• Biological mixing
• Agitation
Cl Extend discharge point of pipes underncalh
lagoon liquid level
1-11roper lagoon liquid capacity
❑ Correct lagoon startup procedures
❑ Minimum surface area-to-volunic ratio
❑ Minimum agitation when pumping
❑ Mechanical aeration
O Proven biological additives
aun si;i uthier r tign pressure agitation F—lyrigatc on dry days with little or no wind
s o Wind drift ❑ Minimum recommended operating pressure
Pump intake near lagoon liquid surface
Cl Pump Iiont second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odoi — — --- Site Specific Practices
Si.
c tank
a
Partial microbial
n
1lottom or midlevel loading — -- —
b
;urfac;,
decomposition
n
Tank covers
•
Mixing while filling
Cl
Basin surface mats of solids
•
Agitation when emptying
O
.Proven biological additives or oxidants
basil►
•
Partial Microbial
CI
Ixtelld drainpipe outiclS underneath liquid level
decomposition
EI
Remove settled solids regularly
•
Mixing while filling
+
Agitation when emptying
slur: or
•
Agitation when spreading
0
Soil injection of slurry/sludges --
sit.
: spread.:
.
Volatile gas emissions
0
Wash residual manure from spreader after use
C,
17
Proven biological additives or oxidants
U.
:red m lr ;c,
s
Volatile gas emissions while
CI
Soil injection of slurry/sludges
.'
or sluugc on
drying
CI
Soil incorporation within 48 hours
erfaces
Cl
Spread in thin uniform layers for rapid drying -
O
Proven biological additives or oxidants
llc
ninials
o
Curcoss decomposition
ULProper disposition of carcasses
1-
nimal
s
C::rcass decomposition
Cl
'Complete covering of carcasses in burial pits
al pits
❑
Proper location/COnStrnCtlOJl ordlSpOSal pits
Ink.
�ralors
•
Incomplete Combustion
❑
Sccondaiy stack burners
`'
ing waI,.:
•
Improper drainage
Cl
Grade and landscape such that water chains away
facilities
a
Microbial decomposition of
front lncilitics
organic matter

;i
Swine Faun Waste Management Odor Control Checklist
Cause BMPs to Minimize Odor - - Site Specific Practices
iv, 1X trac .,.a canto Poorly maintained access O Farm access road maintenance
pu roads from roads
fa access
- itional Information: Available From:
u ue Manure Management; .0200 Rule/BMP Packet NCSI , County Extension Center
,e Production Farm Potential Odor Sources and Itomedies; EBAI? fact Shect NCSU—BAE
Sn, .e Production Facility Manure Management: Pit Itecharge—Lagoon Treatment; EUnL 128-88 NCSU-13A13
S Production Facility Manure Management Underfloor Flusli—Lagoon Treatment; 13BAE 129-88 NCS(J—BAE
L a Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAIT - .-
C io : !" ,4anure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
C ;lling tors from Swine Buildings; 11II-I-33 NCSU—Swine Extension
r• ;)nmenul Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
i .,ns for i4;.u;aging Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
:ice Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

`an<:L rnent Meth—rus
are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet frcm a:iy flowing
stream orpublic body of wau-n
Rendering at a rendering plant licensed under G.S. I05-I68.7
12 Complete incineration
0 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 Veternarian 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)
December 18, 1996

TRAVELER SfS
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the de iener,!suooiier.
Inc!ude procedures such as start-up, shutdown, winterization and regular maintenance of all equipment_
Imgadon Parameters
ac:aoer 1995 USO.:_VRCS
paged !!art❑ _.:raiina

IRRIGATION SYSTEM DESIGNER
Name: PRESTON L P.kRKEP., JR (�,'E LI,
Company: TOM CROO= IRPIGATION INC
Address: P 0 BOX 390/751 E *LaIN ST/I ILLIA.MSTON NC 27892
Phone: [phone]
REQUIRED DOCUMENTATION
The Following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
Z Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources -and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block contiigurations required in the system.
6. Manufacau7Ys specifications For the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications For the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Feld Office Technical Guide, Simon IV, Practice Code 430-DD.
8- The information required by this form are the minimum requirements. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments withoutthe approval
of the designer.
NOTE: A buffer strip 50 feet wide or wider must be maintained be ween the limits of the irrigation system and all perennial
streams and sur-,ace waters per DEHNR-DE;YI Code Section 15A NCAC 213 .0200 - Waste tioc Discharged to Surface
Waters.
Irngaaan Parameters USDA=�nCS
Oclooer 1995 paaeS North ,arouna

A
46
F n
F
C'a d
in
a n
1,
4•rowrf% 1.9um"W"T
lie
T MILLER
bIFFERENCe,,
aftno lei

2250 2625
3000S
TOP VIEW OF CADMAN MECHANICAL CAM DRIVE
HOSE SPEED COMPENSATION
SPEED COMPENSATION
Tho Cadman MECHANICAL CAM DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
�esE
the task at very accurately compensating the hose
retrieve speed !or the increase in drurn diameter
as hose is rewound onto the drum.
(--
I MNY Oft')N EIUIN SPEED-�
Here's hoN It works A sensor bar, riding against
t _- _ f,ONrFY9A710N. EM
the hose as ;t winds onto the drum, operates a ;ani
on the variable speed drive pulley by way of a cable
As the cam rotates, the pulley pitch is adjusted fast
enough to accurately compensate for changes in
hose speed over the entire retrieve cycle. The resu t
FMI^104 l0= DrEt EMSf
IS an even application +rom beginning to end!
�L F"WT P.T.O.
rw1wuP
Important- The Cadman engine drive system uses
4 Xr Xorlo. rNa.1
"0" P.S I. because It is self-contained and separate
from the fluid irrigated, whereas pistons. bellows,
1 rMUNLE EPfeo -
of turbines lose 5 to 20 PS.I. This loss has to be
Pat m
overcome by a pump running harder. These other
( UPI -It OBOeNNECT \ COEIEDANEN 4ue
systems usually result In using less main line or a
NN t lF j
--{ XNOPrXE(l srfED
smaller gun nozzle in order ',a keep the purrp
LUNI�OI CnBlr �O.NSTNENT
prey .ore w thin eperatinp maximums.
THE CADMAN 2250, 2625 AND 3000S ARE USED FOR MANY DIFFERENT
WATER APPLICATIONS AS WELL AS LIQUID MANURE AND MUNICIPAL WASTE.
Model
LID
Hose
Length
Inpt P.5.1.
at Traveller
Gun Flow Rate
P.S:I. GPM
Lane
Spacing
Acres
per Pull
Time to Apply ! Tlme
1 inch acre per Pull
130 85 115
223'
4.0
3.9 hr. i 15.hr.
I
I
130 75 130
225'
4.0
3:5 hr. 14.0 hr.
2250
2 25"
700'
150 I 85 140
236'
4.3
3.3 hr. 14.2 r1r j
150 75 152
236'
4.3
3.0 hr 12.9 hr.
130 65 - 155
240'
5.5
2.9 hr- i 16.0 hr.
130 75 I 174
240'
5.5
2.6 hr, 14.3 hr
2625
2.625`
900'
150 85 T90
246'
5.7
2.4 hr 13.7 hr.
150 /5 205
130 85 285
252'
292'
5.7
2.2 hr. 12.5 hr.
_
4,9
1.6 hr. 7.8 hr.
1 +0 75 320
300'
S.0
•1 4 hr, j 7.0 he
3000S
3,04"
600,
150 85 I 345
313'
5.3
1 1.3 hr 6.9 hr.
150 75 375
31 P
1 5.3
1 2 hr. I 6.4 hi.
Ca7Rzwy Eauipmrot U-nrd, wnoPa poi d e nt co'•nn�V,;y ,m�rn�w, enl. Cadman Potter Fgtlipmnnr4 •OFT Years orLa;larsMp and
ec it e Ignl 0 C"a QD ees'r tl.f veiea rAl t :.wring experience in dasign and manulo0wind sands behind 9,ory
N g r,0n
Cadman Travollw, produnod. A complNle 11ne o1 pumps, pipe A(aJ
-"� accessories are all avallablo from one company,
POWER EQUIPMENT
AGOICULMAL MACHIKRY AND IANNll11.ION EOUIPMENT
60. 100, Courtland, Onlarlo. Canatla NOJ IEO
Phone [phone] • Fa. (519) free 2too

TS4 9!
7-494
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: (Nz� KIRK
Address: _ /775 H,1 �-ioc4 Kim
Telephone: 2 r' 4 7 3S- 7613
TABLE 1 - Field Specifications'
Field
Number
Numbe
Approximate
Maximum
Useable Size
or Field'
C,
Soil Type
Slope
(y.)
b- z
Crop(s)
Maximum
Application
Rate
Rate +
(In/hr)
'Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
'See attached Wrap provided by the Field Office for field location(s).
'Total field acreage minus required buffer areas.
'Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
County:
Date: 7 4 ZO&O
Irrigation Parameters
October 1995

TABLE 4- - [rrigation System Spe-circations CARL KIRBY
Tr9yeling
lrriestion Gun
I Solid Set
4 [rriestion
Flory Rate of Sprinldcr (g?m) I
81
Pontiac Pmssare at Pump (psi)
I .85 . 4 7
Design Precipitsdon Rate (InlhO
I .35
Has-- Lcatth (trct) 12
i X 700' ?tY CX?LX
Type of Speed Comptwadon
"1'r=ANICAL I XXX-" CYO*
Pomp Type (PTO, Eagiae, Electric) i
EPIC
Pump Parer Regairemcat (hp)
I 6. �1
TABLES — Thrust Block SpcciGcatiorts
Desi"er may nruvide thrust biocir debit. nn <rn:..r..t ...
LOCA71ON
T}iRUSi' $LOCK
AREA (sa. rt
90° Bead 4"
2
Desd End 4"
1.5
Tee 4"
1.5
45° BD1 v
1.0
I
I
Sr_ USDA-,4RCz =told Of ice-rwcai Guiue, °ruon ;V, Prace;cc Cede :0-DD.
c:C- ice,,— J--t
JL , ! 996

Lti IRON ;K R _
vA- v'E _ -
sc
CHECK �'AL�
C0.,1Nu ,�!
7.�titr:fc4 h�sE
ELECTRI--
DIKE VALL
D:Z ,*-
y n. P'JL PIPE
cTATE OF NORTH CAROLIN A
DEPARTMEINT OF ENVIRONMENT HEALTH & NATURAL RESOURCES
DIVISION OF SOIL & 16ATEP. CONSERVATION
'Wilmington Regional Office
127 Cardinal Drive Ex,., y;jmington, NC 28405 Phone. [phone]
..w.s>.v-ux.rr-e�r.>uuica>+.+_>�=rt.+.:.iw�.�xwvaei..�vw«ar.v.v��.�o..vmen'.s�rmsav'a+rr: �w+w>r•ra'>w.arv-wa.�r. HT-:wwr.am+:,.a�yar.:rirsaw�>�ovcar.an.�c. ,a.evv+
Nw. _ _ ..__�.._�._......n...ar�.a.nr..itil1r ti.4t�+�L:•4Cll+triYr [ww•YnA�taOaRV�'�N7�Y�u�
v�.sc.:.mvi+.uvvaaG.a•wvr..ri. z.ur.r>: �-""�*`�"�

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
PS'
Noz; In
.5..
1i1`M [11A
Nn; Jln
GPM UTA
Nnzzla
GPM DIA.
' Ilnzzlr
99
GFI+t DIA
Nnzzlr
7"
GPI4 DIA
N1Jz.'la
75"
GFM DIA
N 7JIn
8'
GFP+1 DIA
N�zz1a
85"'
GPM DIA
Nn7pla.
9'
GPM DIA
Nnzzlr
10"
GPM DIA
40
47 191-
57 202'
66 213'
78 Pt 222'
91 230'
103 240'
11H 250•
134 256'
152. 262'
5,1
SO 205
fie 215-
74 225
87 235-
100 245'
tl5 256'
130 265'
150 273'
165 280'
204 300'
A,",
55 215•
69 .. 2"7'.....91`
-""240''_.__91
i10-260r
i"26'"'•'-270'­
43'""'260'`
-�Bd"•""288' _
".i02 _ 2951-
224 316'
70
60 225
75 238'
68 250
103 263'
120 275'
136 283'_
155 205'
177 302'
191 310'
�--97$'-
243 _ 338
- 80
_.
64 235'
79 248'-
_ _
-- 941 .60'
i18 —.2f3'
12>i'" 285'
�46''--2d,�
ib5��305�
19J-" 3i4r'
'210
P59 354•
90
68 245
83 258'
100 2 0
117 283
135 295
155 306
175 315'
325'
223 _ _ 335'
274 352'
100
72 255'
_
87 268
_ _
106 280 -
123 293'
143-'-'306-
163' 319-J185-925
_201
2iV'-'-9Jb'
235 545'
280 372'
IIn
iA 265-
92 270'
"I 2)1 _
- -_ 303 -_
I50 315'
171 32n
195 _ 375'
222 3,lJ
24j._ -355'
301 - 380'
A wva w 0 r A r
1 nn 17 GIPJf- Nn771 FC
100 DN DIFFUSER NOZZLES
----
PSI
- 71 RING
GPM DIA
77 GIN ,
GPM DIA
fl1 D1rIG
GPM DIA
Pfi GING
(PM DIA
fl9 NItJG
GPM DIA
93 DIlJG
GPM DIA
96111NG
GPM DIA
0 5 DN
GPM DIA.
0 6ON
GPM DIA
O I DIJ
GPM DIA
0 9.DIJ
GPh1 DIA
30
-
- -
- -
- -
57 160
78 174
1z a6
40
66 20P
18 212
91 215
103 22•1
118 235
134. 238
242
e5 154_
66 168
--^74
91 182
�IH 196
50
74 220
98 225
100 230
I15 240
_
129 250
-_ 150 255
_ _152
107 280 -
50 163 -
t75
700 190
130 206
60
81 235
96 240
110 2n5
'25 260
141 210
164 _275 _
--
_183_ 290
_ - -_
-__- _
-, 110_20
Il3 2f.6._
70
88 245
tad • 250
n9 260
135 275
_
152-290-
177 295
198 300
- -
- -
- -
- -
fl0
94 255.
III 255
127 275
Ins 265
163 300
t89 305
211 315
-
- -
-- --_- -
-- -- -
- -
- - _
-
-
90
99 2fi5
Ili 275
174 2P5
/5d 295 -
•i73 m -
201 315
274 325
-
-
-
- -
-- -
Inn
1r15 270.
124 2110
In7 795
162 309
102 320_
212 325
236 335-
1tU
110 275
130 290
149 305
170 315
_
191 325
222 335
_
248 345
- -
- -
- -
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185 290'
206 310'
255 030'
275 345' ,
300 345'
130 365i
350 380'
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130
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165
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300 355',
350 370'
410 390•
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515 475'
535 620'
585 440'
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I ter PIG 111 IN 1,^r1nrm.3nr.n dnla bay hrn+ nblR-nod ��n I 1 11 ..I d ti a 1 Inay ba ,dv ly fl nlyd by w nd Poor I yA ul r enli re—dlfioo, or olbrr -loll
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I
Table N170. Design Area Allowances for New or Expanded Hand Hose Traveler Systems
INTERIOR lane - in field with multiple overlapping lanes: 100,
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted
start end
Stop end wetted area, acres
diameter
wetted
d
area
arc angle
arc angle
arc angle arc angle
arc angle
feet
acres
180 degrees
225 degrees
270 degrees 315 degrees
330 degrees
(B)
(C)
(D)
(E)
(F)
(G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11
170
0.15
0.00
0.03
0,07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0.14
190
0.19
0.00
0.04
0.09
0.14
0.16
200
0.21
0.00
0.05
0.10
0.16
0.17
210
0.23
0.00
0.05
0.11
0.17
0.19
220
0.26
0-00
0.06
0.12
0.19
0.21
230
0.28
0.00
0.06
0.13
0.21
0.23
240
0.30
0.00
0.07
0.15
0.22
0.25
250
0.33
0.00
0.07
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17
0.26
0.29
270
0.38
0.00
0,08
0.18
0.28
0.32
280
0.41
0,00
0.09
0.20
0.31
0.34
290
0.44
0.00
0.10
0.21
0.33
0.37
300
0.47
0.00
0.10
0.23
0.35
0.39
310
0.51
0.00
0.11
0.24
0.37
0.42
320
0.54
0.00
0.12
0.26
0.40
0.45
330 r
0.57 ,
0.00
0.13
0.28
0.42
0.47
340
0.61
0.00
0.13
0.29
0.45
0.50
350
0.65
0.00
0.14
0.31
0.48
0.53
360
0.68
0.00
0.15
0.33
0.51
0.56
370
0.72
0.00
0.16
0.35
0.53
0.60
380
0.76
0.00
0.17
0.37
0.56
0.63
390
0.80
0.00
0.18
0.38
0.59
0.66
400
0.84
0.00
0.19
0.40
0.62
0.70
410
0.89
0.00
0.20
0.43
0.66
0.73
420
0.93
0.00
021
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.81
440
1.02
0.00
0.23
0.49
0.76
0.84
450
1.07
0.00
0.24
0.51
0.79
0.88
460
1.12
0.00
0.25
0.54
0.83
0.92
470
1.16
0.00
0.26
0.56
0.86
0.96
480
1.21
0.00
0.27
0.58
0.90
1.00
490
1.27
0.00
0.28
0.61
0.94
1.05
500
1.32
0.00
0.29
0.63
0.98
1.09
Page 33

I
TOM CROCKE T IRRMITION, !NO, • PM,"x 390 • WILLIAMSTON, NORTH CAROLINA 270,92 9 919-792-3121
CART, KlliM'
1 77 i nN"I'l()(;II I'D
11MPW H LE NC 25163
II111
Imm, 4" f qN) INC PIPII BL CI';I, .14 lip 100'
2.55 PSI
2'," CIII,t;I; VAIN , 2 fit CI'ri
.6
4" CATE 'MINE P HL GPrI
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701)' X 205 TRAVELER HOSE fit GI'ri, 2.68 PER 100'
t8.76
SPR MK NZ 151
6(ho
5' K1,r?VA'NON TO SPRINGAR
2A6
3' SCTION Lffr
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HE 47 OR
197.44 FT 111)
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PJFI�;Ml SR-100 GUN, .71. RING 60 P.Sr, SL GPrf, 235' DIAAI1!-,f15R
PAC I hrr:
701 X 235 - L64 .5 ; USE 160'
0r,. I x 51 7t4)0.-1 3�;0
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2, 3' f ..1i..147L PucGs'
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-33 .03 - (.69 4- 3 + 4) - 25 . 34
M. X 197.44 L5992.(14 = 6.21 IIP
3TVl :i .65 2574
PiPF AN)
PVC IS SDR06, PR-160. FITFINGS ARE CLASS 200 PVC AND
I'I'i"1'ims
EPDXY -COATED STEEL
W-1k(C I TY
-{n"�1 z Z I 1 - 2.07' PER SECOND
PIIrIP
IIr,hlCr,r.,rY itl'z"1'1'Pt, Lo HP, 8L GPm, zoo I"T IIn, 65% LFFICIENUY
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r- -, ,..•. •••_ a� �aLiuvv: r�,v <� c'i I'Ub ; JK-IUU UUN, .71 R; 60 PSI, 81 CFN, 235' DIr21,[ET R
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:howseparatc entries for each hydrant location in each Field-
- Jse the fo[towing abbreviatioru^ foc various arc patterns F (full circle), TQ(three quarter), TT (taro thirds), H (half circle), T (one third), Q (one quarter).
-lay also u��= de_zr= of arc.
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CLASS 200
PVC FITTINGS
ALL DIMENSIONS IN. INCHES. WEIGHTS IN POUNUS
SUGGESTED SPECIFICATION
All fittings for Iron Pipe Size pipe shall he
manufactured in one piece of injection
molded PVC compound meeting AS] M
D1784. Fittings shall be Class 200 and
conform to requirements of DR 21. Fillings
shall be designed to withstand a minuuum
of 630 psi quick burst pressure at 73
degrees F., lasted in accordance with
ASTM D1599. Bell shall be gasketed joint
conforming to ASTM D3139 with gnsko s
conforming to ASTM F477. Push JUIn1 Of
Mechanical Joint Ductile Iron fillings
meeting AWWA C153 shall be allowed as
alternative when PVC sizes are nut
available.
STANDARD JOINT DIMENSIONS
IN INCHES
Nominal
O.D.
Diameter
--
Pipe
A
c
D
T
ID
11,12
1.900
3.168
2.418
1.938
0 107
1.720
2
2.375
3 273
2.1323
2.413
0.133
1. 149
2',!,
2.875
3 383
2.633
2.913
0.158
:).60 1
3
3.500
3 520
2.770
3 538
0. 191
3-166
4
4,500
4.103
2.990
4.558
0.246
4.00
6
6.625
4.571
3.458
6,683
0 358
993
8
8.625
5.668
3.898
8.708
0.463
7.805

PIERCE
A subsidiary of Fresno Valves & Castings, Inc.
T Pnrt Number Size Wei
3706-01
4" X 52"
33
Ibs
3706-02
5" X 52"
40
Ibs
3706-03
6" X 52"
60
Ibs
3706-04
8" X 52"
78
Ibs
3706-05
10" X 52"
99
Ibs
3706-06
12" X 52"
118
Ibs
Other sizes avaiioblo on request
r-F PE x ID ', FT, 3" MT (52" Drop) - Air vent and pressure rollot not Includod. Order separately,
e a
ilIllunruI
�n�,v.lty
•:1NC'1
IT 1TI1 GS
Sales & Distribution Centers
• Little Rock,AR .......•.• [phone] • Grand Island, NE .......•. [phone]
• Selma, CA ................ [phone] • Eugene, OR ................. [phone]
• Sebring,FL..............• [phone] • Lubbock TX..•••••.......•••[phone]
• Jerome, ID [phone] • Kennewick, WA ......"•••' [phone]
List Price
270.50
263.00
316.50
380.00
456.00
527.00
Prices, designs and
specifications are sub-
joct to Change without
notice or obligation.
February 1997

-d
v
t-
1
L
T
/ " , � y f.. � f -�e,-/

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling instructions are usually provided
by the Engineer in charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
I Tho trench bottom shall be stable,
onlinuous. relatively smooth, and free
of rocks or other objects detrimental to
the pipe It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves. and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at least 30" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidefill.
Minimum trench width is normally con-
sidered 12" plus the pipe O.D.
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used in spanning creeks and
gullies, extending 8 ft. on either side of
the creek or gully.
Jointing
1. The pipe shall be jointed in the trench,
or above ground, in accordance with the
Jointing Instructions.
2. It is important that the gasket be dean
and properly seated, the spigot end well
lubricated, and the bell and spigot ends
aligned correctly in both planes.
3. If jointing is done above ground, care
should be taken when lowering pipe into
the trench that the depth of the joint entry
remains correct. Check that the depth
of entry mark on the spigot ends is flush
with the face of the bell. Jointing of 6"
and lar9e pipe is usually done in the trench.
4. AT NO TIME should a back -hoe or
similar device be used to assemble pipe.
Thrust Blocking
As with other push-fil rubber gasketed
joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface is in direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may be calculated
as follows:
a) Multiply the pressure level desired
for testing by the value shown in the
table for thrust on fittings:
Thrust in Pounds
pipe
90
45
22Y,
Dead End
size
Elbow
Elhow
Bend
or Tee
6-
4874.
26.38
13 45
36, 10
a"
82.61
44.72
2280
61A5
10'
128.84
6941
35.42
95.05
12"
180.54
7723
49.82
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL lb.. per.Sq. FI.
Muck peat, etc.
0
Soft clay
I.000
Sand
2,000
Sand and gravel
3,000
Sand and gravel. cemented with clay
4,000
Hard shale
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block.
d) Thrust blocks should haunch the
Pipe or fitting, not encase it.
Backfilling
1. Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allow good compaction
and placed in 6" layers, well compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the joint
or fitting to prevent deflection of the
Pipe while under test pressures.
Testing
1. ALL AIR IN THE PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
off at the high spots in the line. Air
removal may also be accomplished by
pushing a foam plug through the line by
incoming water pressure.
2. Test pressures may be V/i times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be initially backfilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved bydeflecting orcocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the joint.
Offsets are made only after the straight
in -line assembly is made. Deflectionsat
the joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Deflection
at the Joint Offset, inches Radius, feet
1 4.2" 1,150'
2 8:3" 572'
3 12.3" 381'
-4-

,m r:n 11 cidr �,f Ill, pill, h, pnlwidr supp,Irt It. (rant voids.
I m, sh-mid h, to Ix it h, av,Iid drbmuing, diq'I.Icing, or
d:nn.IKill: Ih, pil'r d(uinl'. Ihic ph,wr al the y,rr:u io n.
GA Final backfill
64.1 Genpial. Aft,, pijn lire trctiuQ. HT;1I h.lrkfill shall lai
pia,-, d .Ind cprvml ill apl'n-sitmo Iv nnih,nn livers fit crib A
ni.Innrt .I, 1' [ill IIII fl, n. II c.-mpl,wly G• Ihat There will he Till
�mlill, I cl,_It re nod'r „r :Ibaut n'oks •,, lump, III`earth ill the
I•', I ill. I imil I'm Iaill :hall h,- two (If Iargr runc,• G•, en clads
Ind "I't r d, I'll, en lwl tit nI ,?6 urin ( 1 in.) in dimm t,r. Rolling
edit il•n I, III Ill Iw.INN I., in Prlc chug dd be used In I,Ino, Iida I the
fin:ll h;wL fill only After the ntinilnum depth of ,liver Ins beem
pla,cd and only with pip, having wall thicknesses greater than
that of SDIZ 11.
S P.I'"(•1(7N 7 SPECIAL U)NMI)EILA'I'IUN.0
7.1 Bell holes for rubber gasket joints. When the pipe brink in-
llyd is provided with nlbber gasket ymllrs, bell holes 'hall be
rc. .ev,vrd in the bedding nretcrial h1 allow [„r dhr mwbh trucrrd
ascemhly of the joint. (.:re chonldbe taken that Ill, bell hole is n„
Ltrgrr rh:lll Ill.( rscary to I, cnmplisiu proper joint a,u-mbl}•. When the
joins has horn made. Ihr hell hole chuuld be ,artfully filled midi
TABLE I I -- THRUST BLOCKIN(; AND ANUIIORS FOIL UNDERGROUND IRRIGATION rlf FLINES
• 4'w,
J w
d
or i
t
A: e. Oen
0' e
Slep 1. pl,dtiply file workbag pre%,ere by file appr,mrinle vah,r
shown in till folitiwing table to obtain total IIIII in N (lb):
PII'FLINF. TIIRUST FACTORS`. t
Pip, Size Drad Fod
90
45
22-112
in. lout ur Tee
FILnw
Elbow•
1•:Ibmv
-1 I12 �3R.1 2,94
4.1r
2.25
1.1 5
1. SIe.R 4.f,.6
G.45
3.50
1.7R
2-1/2r3.5 r.65
9.1I0
5.10
2.60
3 7r.2 9.R0
11.4
7.51
3.82
3-1/2 RR.9 12.8
IR.I
9.RL
4.99
4 Ifs 1.61 1C.2
23.0
12•I
G.31
5 127.0 24.7
35.0
18.4
9J:3
r 152.11 34.8
49.2
26.7
13,6
8 20:1.2 59.0
83.5
4.5.2
23.0
1(1 25•11A 91.5
t30.0
70.0
35.8
12 304-R 1290
1820
98.5
50.3
` Rased on thrust per kPa (psi) pressurr
1' Blo0dog for cross fray tint be nerded
with long
branch
lines.
Step 2. Determine the bearing strength
of the
soil from the table
below:
BEARING STRENGTII OF SOILS
Soils and Safe Braring Loads
Il,(ft2
kPa
Somid Shalt _.._- --_..
10000
_--
479.9
Crinentrd Gr.,erl and Sand
diffirull to pick
4 000
191.5
Coarse curl firer rampart Sand
3 000
1431:
Mediiutt clap -cm, be spaded
2 000
95.9
.Soft (lay'
1 001)
47.9
pluck
0
0
Step 3. Divide file total thrust obtained in :Step I by the hearing
strength of the still to gel the area nerded, ,12 (fl2).
SIDE THRUST ALTERNATE PROCEDURE
Pipe Size
Side Thrust -per Degrer'
in.
min
- _- --------�--5.1
Ih N
- ---
I -I (2
38.1
22.7
2
50.8
7.9 35.1
2-1f2
63.5
I1.f; 51.6
3
743.2
17.1 75.1
3-1 i2
RR•9
22A 99.6
•1
1M.r
28.3 125,9
5
12TO
43.1 191.7
Ii
152.4
50.8 270.5
R
203.2
107.0 45 8. 2
10
254,0
1 G0.0 711.7
12
30-1.R
225.0 1000.14
Based Tin side thrust per 6119 1,1 a (100 psi) prrcv, ire per degree of
deflrctiun.
NOTENbiltiply cidr 1hri.0 from table by degiers of defbei-lion
times I<I'a (psi) divided by 101) to obtain toted side Lhnisl in N 0b).

r Ir �EF1 [l '�1YL71'LLENE Ira. ....- TUYE V511
4 1------------------- --- ---n"inal inside dia4et er -----------------------------
GFIM 4.5 "I I i c.3 3.0 2.7 2.5 2.3 2.1 I
�} j
__________________________�1L I________11
_______ -
�G _ _ .:- /
2.8
40 - - - - - - -
50 - - - - - - - _ _ - 4
2.01 7
60 -- -- -- _ _ - 1.57 2.87 10.
70 - - - - - - - - - - 1.51 2.09 3.82 13.
80 - - - - - - - - - - 1.19 1.93 2.60 4.09 -
90 - - - - - - 0.56 0.92 1.48 2.41 3.33 61pR
too - - - - 0.60 1.12 1.Bo 7.92 4.05 7.39
110 - - 0.61 1.34 2.15 1.49 4.83 '8.82
120 - - - - - - 0.951.57 2.52 4.1 5.67 10.36 - -
13U - - - - -,- 1.10 1.82 2:92 4.75 6 Sr, - -
140 - - - - 0.B2 1.26 2.09, 3.36 5.45 7.�5-'
150 - - - - 0.93 1.43 2.3 3.81 6.20 , .57
160 - - - - 1.05 1.61 2.6 4.30 6.90 - - - -
170 - - - 1.17' 1.81 2.99 4.81 7.81
180 - - - - _ 1.30 2.01 3.33 5.34
190 - - - 1.44 2.22 3.68 •3:91-
200
- -
- -
1.59
210
- -
- -
1.74
220
- -
- -
1.89
230
- -
f - -
7.05
240
- -
- -
2.22
250
- -
r - -
2.40
260
- -
- -
2.58
270
^
2.76
280
j
-
2.96
240
- -
- -
3.16
300
- -
1.90
3.36
310
- -
1.91
3.57
320
- -
2.03
3.79
330
- -
2.15
4.01
340
- -
2.27
4.24
350
- -
2.40
4,,47
360
- -
2.52
4.71
370
- -
2.66
4.95
390
- -
2.79
5.21
390
- -
2.93
5.46
400
2.12
3.07
5.72
420
2.32
3.36
6.27
440
2.52
3.66
6.83.
460
2.74
3.97
7.41
400
2.96
4.30
B.02
50U
3.20
4.64
- -
520
3.44
4.99
- -
540
3.69
5.35
- -
560
3.94
5.72:
- -
580
4.21
6.10
- -
600
4.49
6.50
- -
620
4.76
6.91
- -
640
5.05
7.33
- -
660
5.35
7.76
- -
rn(i
5 AS
a In
- -
2.44
4.04 6.50
2.67
4.43 - -
2.91
4.82 - - -• - _ _ _ _ _
3.16
5.24
3.42
5.67,
3.69
-- -- -- -- -- --
3.97
-- -- -- -- -- --
4.25
-- -- -- ,- �-- --
4.55
-- -- -- -- -- --
-4=B6
-- -- -- -- -- --
----------------------------------------------
5.17
5.49
Boric Moisty
Inches)
5.83
6.17
Soil Texture
Bare
6.52
Sendv
I.0
Sandy loam
1.75
6.8B
Silt loam
0.5
1.25
Silty clay loam
0.25
Clay and olhe, soils with
0.1
7.62
savers problems
8.41
TABLE 2 BASIC INTAKE RATES OF SDIL TEXTURAL L
Irrigotior
Pro,
per.
BO
Crop
Climate
Rate
Alfalfa, cotton, pesturs
Humid
0:20
0.25
- -
field corn, sweet corn,
Sub -Humid
0.2S
0.31
soybean., sugar beets.
Semi -Arid
0.30
0.'
orchards, citrus
Desert
0.35
C
Grain sorghum, small grains.
Humid
0..15
- - (
poteloe., turf 9.......
Sub -Humid
'0.20
tomatoes, "berries. nursery
Semi -Arid
0.25
- -
crops, truck: crops
Desert
o.3r
- - ; TABLE 3 - PEAK DAILY MOISTURE REDUIREME'

Or: n K ELF Y P U M P S
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE. 4075
DATE 1-2-86
PAGE 1.02
SUPERSEDES
All previovsly issu.d
4075 Cures
c...:
M.I«I.1
C.I.
P.n-M.
I.010I8
M. h
Ha I.0101R
Nbndnnl
n: P.M- 1600
M.Wle
C.I.
P." Me_
507167
Mark
M..S07367
p,.61
Full
nosed
,n Frenls
Wnler
CO 80" F.
Mnaimum
Working
Prrssure:
150 T'CI
Nh
IIR
zo w
la ZE
x
zoo . ..
-
-
--
__
...:
-- -
_.... _
-
-, - _.... _ _
N
a
a Z
I MA I
� 175
x
o
Sq%
fFFi(
I�NC
u
I
55
o
f
.
5014
100
O75
9y
I
rtn
•
25
I
an l0
0 16
-- 4o
_
o I0I:.
I
i0l
RG
90
II-
120
CAPACITY
IN
U-S. GALLONS
PER MINUTE.
MODEL
B Ii2TPL
C-5015 n-.^-
r-1207
......ns
C-5035
D.,.
1.1.72
0-
7_10_g5
C.I. P.n. M.. 1.0101A M.rh.H.. 1.01019 Nnm6nl AP.M -. MOO
ImP.n«: M.I«GI CJ. P.D.N.. R1n727A (7/9UIM.rL. M.. SPr hrlow D1.. 6-9116" nnsrd ,m Frrsh Tinter CD. AO- F.
S:1240I(11 III Mnxlmum Working Pressure: 150 I'SI
---- .._ __... ..._.._ .. .._ ..._-._ ..... ._ 10
1
N 'SHii
275 HI 1T) - . .
r, rs l 70%
9/Ifi, (10 I
2oa-^-
IM19
LL[R
MAGI
NO,
-5 -
A10711:17ft-S,342611
7S
M07
J810
M07
9fl
20 t
1<
10 -
74 1•.FP TIC' I fTX'Y
a
l 7C I
z
W
74%
1
17516^
I 1�
_ - -
=
7. III:; 70%
o
1Sa
a
25
v'
I
I
J
I110
IL
I
I ,
25
0 50 Ian 150 200 250
CAPACITY IN U.9. GALLONS
PER MINUTE
n^'^^. 1 1957, -1, -2 e.,,.,.,.,�„ (--RRRR mmn 12-7-R1
r.,. 7-10-85 MODEL BIVzTPM
('-Rflftq

s Field Calibration Procedures
for Animal Wastewater Application Equipment
HA TR 5-
IRRIGATION SYSTEM
North Carolina Cooperative
Extension Service
North Carolina State University

w
Field Calibratior, Procedures
for Animal Wastewater Application Equipment
HARD ]DOSE Land application equipment used on animal production farms must be field
AND CABLE
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
calibrated or evaluated in accordance with existing design charts and tables
according to state rules that went into effect September 1, 1996. Technical
Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
Operating an irrigati6n system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continueduse, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) =
Volume pumped (gallons)
27,154 (gal/ac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
O

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity.
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
All collection containers should be set up at the
- same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
gauges perpendicular to the direction of travel, Figure
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler.
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1/16 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.
O

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Row of
collection
gauges
Direction of travel
Reel cart >
Left
8 7 6 5 4 3 2 1
0 0 0 0 0 0 0 0
Gun
cart
Right
1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0
At least one wetted
diameter end of field
I
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
Wetted diameter
(320 feet)
CALIBRATION PROCEDURES
1. Determine the wetted diameter of the gun.
2. Determine the number of collection gauges and spacing between gauges. For a wetted diameter of 320
feet, the rain gau6e spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
3. Label gauges outward from the gun cart as either left or right (1-7, L2, L3, etc; R1, R2, R3, etc.)
4. Set out gauges along a row as labeled and shown in Figure 1, equally spaced at the distance determined in
item 2 (20 feet). The row should be at least one wetted diameter from either end of the pull. The first
gauge on each side of the travel lane should be 1 /2 the gauge spacing from the center of the lane. For a
gauge spacing of 20 feet, Ll and RI should be 10 feet from the center of the lane.
S. Operate the system for the time required for the gun to completely pass all collection containers. Record
the "starting" time that wastewater begins to be applied along the row of gauges and the "ending" time
when wastewater no longer is being applied anywhere along the row. Also record the distance traveled in
feet for the time of operation.
6. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an example.)
7. Identify those gauges that fall outside the effective lane spacing, Figure 2. This volume is the overlap
volume that would be collected when operating the system on the adjacent lane.
8. Superimpose (left to right and vice versa) the gauges just outside the effective width with the gauges just
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) collected in gauge R8 (outside the effective
lane spacing) to volume (depth) collected in gauge L5 (inside the effective lane spacing). Similarly, R7 is
added to 1-6; L8 is added to R5; and L7 is added to R6. This is now the application volume (depth) within
the effective lane spacing adjusted for overlap.
SO

Field Calibration Procedures
for Animal Wastewater Application Equipment
Lane 1
Lane 2
Reei-cart
Left
Right
8 7 6
5 4 3 2 1 1 2 3
4 5 6 7 8
00l000000
00000000
Left
Right
8 7 ,I 6 5 4 3 2 1 1 2 3
4 5 6 I7
g Gun
cart
0 0 0 0 0 0 0 0 0 0 0
Gun
0 0 0
o
Direction of travel I
cart
y
Effective lane spacing
(224 feet)
Imo- Effective lanes acing
(224 feet
----------�
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system_
CALIBRATION PROCEDURES (continuer)
9. Add the amounts collected in all gauges and divide by the number of gauges within the effective area. This
is the average application depth (inches) within the effective lane spacing.
Average application depth = Sum of amounts collected in all gauges
Number of gauges within effective width
10. Calculate the deviation depth for each gauge. The deviation depth is the difference between each
individual gauge value and the average value of all gauges (#7). Record the absolute value of each
deviation depth. Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive. The symbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as an absolute value. It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is used in formulas in the text.
Deviation depth = IDepth collected in gauge i — average application depth)
"i" refers to the gauge number
11. Add amounts in #10 to get "sum of the deviations" from the average depth and divide by the number of
gauges to get the average deviation.
Average deviation depth = Sum of deviations (add amounts computed in #10)
Number of gauges within effective lane spacing
12.The precipitation rate (inches/hour) is computed by dividing the average application depth (inch) (#9) by
the application time (hours) (#5)
Precipitation rate = Average application depth (inch)
Application time (hours)

CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Average travel speed =
Distance traveled (feet)
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
U =
Average depth (#9) — Average deviation (#11)
Average depth (#9)
X 100
IS. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percedof sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Taper Bore
Nozzle Dia. 0.9 inch
Wetted diameter 320 ft
Hose Size: Length 800 ft
Pressure (Gun) 70 si
Effective Spacing 224
Diameter3in
Reel 105 psi
Flow 197 GPM
b. Spacing between collection containers (spacing 320 (ft) / 16) = 20 ft
c. Number of gauges = 16
d. Start of Irrigation event 7:15 a.m.
e. End of Irrigation event 9:00 a.m.
f. Duration (e-d) 105 minutes
g. Travel distance 320 feet
h. Operate the system and collect data.
7

Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average'
(feet) (inches) (inches)
(inches)
(inches)
Ll 10 .94
.94
.235 (1 - j)
L2 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095'
L5 90 .50 .13
.63
.075
L6 110 .42 .20
.62
.085
L7 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.065
R5 90 .50 .07
.57
A 35
R6 110 .27 .33
.60
.105
R7 130 .20
R8 150 .13
*Absolute value; treat all values as positive.
L Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12)
0.705 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed =
_
= 3.04 ft/min
Time (min)
105 min
average depth (inches) 0.705 in
I. Precipitation rate = _ = 0.40 in/hr
application time (hour) 1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705 - 0.113
U X100=84
` 0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler
system. No adjustment
is necessary.
8

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow _
Hose Size: Length ft Diameter
in
b. Spacing between collection containers (diameter —eft) / 16) _ —ft
C. wetted diameter (ft)
Number of gauges = -
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
i. Sum of all catches inches
j. Average catch (i/number of gauges) inches
k. Average travel speed = Distance traveled (ft)
I Time (min)
I. Sum of all deviations from the average catch
M. Average deviation from average catch
n. Uniformity coefficient
U=
(j)
(m)
— X 100 =
aeel cart —>
GPM
Left
Pgnt
a 7 6 5 a
3 z 1 1 2 3 4 5 6 P 9
0 o 0 0 0 0 0:0 0 0 0 0 0 0 o a
41t Wght I
8 7I4 5 4 3 2 1 1 2 3 4 5 6I) 8
0
tx
o 0 0 0 C O C. a o 0 0 0 0 0 0
I
Fllectlre lane tyru.g
I
- (21414H) —�
I�—�tt (2�24 IGaI �
I I
I I
I
I
I
I
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
O

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continuer)
Gauge Distance
Volume Overlap
Corrected Deviation
No. from Center
Collected Adjustment
Volume from Average'
(feet)
(inches) (inches)
(inches) (inches)
Ll
L2
L3
L4
L5
L6
L7
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
'Absolute value;
treat all values as positive.
Rea can
Leh Right
Raw of
collection
8 7 6 5 a 3 2 1 1 2 3 4 5 6
0 0 0 0 0 0 0 0 0
7 8
gauges
Gun
Direction of
can
travel
Wetted diameter_
�— (320 feet)
AtJeazt one wetted
diameter end of field
ME

TOM CROCKETT IRRIGATION, INC.
751 E. MAIN ST. • P. O. BOX 390
WILLIAMSTON, NC 27892
(M 792-3121
252
1 775 AM'InCII RD
PfKEVILLE M, 27863
PRICE QUOTATION
2800
ri FASE INDICATE IWS
w TfAnE n wnr It onDFll un;
fFATE
E ---- -
-2 /,9 / 2000
boon
PROP05Eo SHIPP VJG Dn rE
1Er1M5 F o rl
NET 30 SifIPPiNG Pnl�
-1 1d.SDA-NRCS AGENT: GROVER 1100D
10 BE SIIIrrED VIA rrn nn v
Hine Is our quolnllon on the goods narned, subject to the condillon9 noted:
r (rN/ II Ilt tN" !hr jvrrrc .lrrd Innns on fh,c mmflfroo nrn nnf nrhjPrt to verhlt rlrloQOs Or otter ngrePnrenrs unless approVPd in writing by the floare Office of the SHIIpr All riontn(Onq
anti no,nnnrrn/c. TO r-nnhnonnl ujrnrr st,h ec, nr ridnnle. firnc, ova Jnhili(y of onliplink and nil Other scums beyond our control Prices are based on rests end Conditions evisfing no alto
n! grr. •t.rhnn ,inrf .irn crdr/rrf to rb.ioao by thr, f;nllnr hoforn fionl mrnpranre.
1 \I"`nr•lrh�r.il and cfrnnorapltir, Prrorc :1 r1.(nrf to roorriiOn rgrfhaeOr aprons to accept either evoorge or shortago riot in pllcpsc Of fen „erreni to be Ichanied for p.n r.nfn
rup'Irl<rr octumrc M1nhiL(j in, p•.11nrrf and (vj•)'righr int""gnernnhMir" goorfc nrn mbdn to rorChaser ,s spocifirations. Mier, r7oafation specifies material robe furnlshpd by flip put rflasnr.
anrrdr ,Pion nn r n. f t mirlr tot ralcnnabin 'porlarle and rnafnr ill nu;ct hp of suiinhln quafity to farilifalp effirinnf pmdurtino
t' rrd.iirvr�ru`I'/�rnlr.;lfiv slafndhet Pin chair FP Onynnrnd by eefihficlwdfradP ci(s10m5. Tenu5lncnndsjent wiffl t,ocP sfafedheroin which may nppnar nn rutrhasnr;< 1rvrn.N
nn/m ndl nnf I •n hop into rrrr it,, ,Srlfrr,
i rl,rlr lnr,rnv of ,rRlr nett PRICE AMOr1U1
— -- ---------------
��nn'
2
2
2
L
2
2
2
4"
PR-160
PVC,
pipe
4"
clieck valves
4"
CL-200
PW
Lce
4"
,VC
Cl2n0
340
P elbow
4"
U-200
900
elbows
4" epoxy -coated p,rr7un(1 P_ntries, flanged
4 x 4 x 4 x 42" lryrlrants w/2" tdTA
4 x 4 x 4 x 42" hydrants
4" PVC end cap
AV-200 air vents
3" trf-action valves
4" luny, Lo(,k valve elbow
4" un i-r-gromid gate valves
l.nsLallation or PVC pipe less concrete and thrusL blocking
"4'''PVC PIPE PRICES PIAY
r,•/fnn•,J nnr'n•rrrn.. Ir, errminn ran PlNI JSt RtnlfnC WM 151 flr
O110IF VALID FOR __DAYS.
i.no
194.40
L6.76
16.76
225.00
138.56
102.40
33.t5
175.00
142.39
BY
PRESTON L. PARKFR, JR. (VERN)
3f33.ir
23.7'
33.5'
33.5
450.0(
277.1,
204. Fr(
4.3c
67.71
35n.nt
61.7i
284.7;
2.420

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
October 23, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Carl Kirby Sr
C&G Swine
1775 Antioach Road
Pineville NC 27863
Farm Number: 96 - 57
Dear Carl Kirby Sr:
0- VML
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that C&G Swine, in accordance with G.S. 143-215.10C, must apply for coverage under an
Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached
application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session
1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call Theresa Nartea at [phone] extension 375 or
Daphne Cullom with the Washington Regional Office at [phone].
Sin _ elY, —
f
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Washington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/ 10 % post -consumer paper

kp P-C
NORTH CAROLINA DEPARTMENT OF
AENVIRONMENT AND NATURAL RESOURCES
AGy!
NCDENRDIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
October 17, 2000
JAMES B. HUNT JR.
GOVERNOR
Mr. Carl Kirbv Sr.
C&G Swine Farm
1775 Antioch Road
BILL HOLMAN
Pikeville, North Carolina 27863
SECRETARY
Re: Wettable Acres Determination
Status & Notification
Facility No. 96-57
KERR T. STEVENS
Wayne County
DIRECTOR
Dear Mr. Kirby:
On June 10, 1999, Daphne Cullom conducted an Animal Feedlot Operation Compliance
Inspection at the referenced facility. Mrs Cullom requested during the inspection that
you provide her with the necessary information to complete the evaluation of your
facility with respect to a Wettable Acres Determination. The DWQ Washington
Regional Office has reviewed the information from you and the result of this evaluation
and the required action to be taken by you is indicated below.
® Facility is exempted from undergoing a Wettable Acres Determination based
upon the new information provided. No further action is necessary at this time.
❑ Information that was provided was not sufficient to exempt the facility from a
Wettable Acres Determination. The Division of Water Quality will notify you at
a later date by Certified Mail detailing the requirements of a Wettable Acres
Determination.
If you have any questions regarding this letter, please call Daphne Cullom or Lyn
Hardison at [phone].
Sincerely,
Lyn Xrdison
Environmental Specialist
Cc: Sonya Avant, Compliance Group
Wayne County SWCD Office
Geo e Pettus, Goldsboro Milling
aR0 — Animal Compliance
943 WASHINGTON SQUARE MALL, WASHINGTON, NORTH CAROLINA 27889
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Carl Kirby Sr
C&G Swine
2396 Big Daddy Rd
Pikeville NC 27863
Dear Carl Kirby Sr:
4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 96-57
Wayne 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. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR1, 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.
Sincerely
Kerr T. Stevens, Director
Division of Water Quality
cc: Washington Regional Office
Wayne County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

lagoon levels Q 5y
Subject: lagoon levels
Date: Mon, 13 Sep 1999 18:48:29 -0700
From: George Pettus <[e-mail]>
Organization: Goldsboro Milling Co.
To: [e-mail]
Daphne:
Carl Kirby reported to me that after 3 days of sunshine, he has land
applied and is at 22". Depending on weather and soil conditions, he will
continue to try to lower his level more in preparation for Floyd. I will
keep you posted on all my levels in your region. Hope all is well for
you.
George
I of 1 9/22/99 12:50 PM

State of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
July 12, 1999
Mr. Carl Kirby
C & G Swine
1775 Antioch Road
Pikeville, NC 27863
01U.M;W,A
NCIDIENK
NORTH CAF2OLINA E>EPARTMENT OF
ENVIRONMENT ANO N,,zruRAL RESOURCES
SUBJECT: Animal Feedlot Operation Compliance Inspection
C & G Swine
Facility No. 96 -57
Wayne County
Dear W. Kirby:
On June 10, 1999, I conducted an Animal Feedlot Operation Compliance Inspection at the referenced
facility. Overall, the operation was found to be in satisfactory condition. A copy of the inspection report is
attached for your review.
In general, this inspection includes verifying that- (1) the firm has a Certified Animal Waste Management
Plan (CAWMP); (2) the firm is complying with requirements of the State Rules 15 NCAC 2110217, Senate
Bill 1217, and the Certified Animal Waste Management Plan; (3) the firm operation's waste management
system is being operated properly under the direction of a Certified Operator, (4) the required records are
being kept; (5) these are no signs of seepage, erosion, and/or runoff
The recommendations and/or comments regarding your inspection can be found in the comment section of the
attached inspection form. It is very important as the owner and Operator in Charge that you address any noted
concerns, as soon as possible.
Thank you for your cooperation and assistance during the inspection. Should you have further questions or
comments regarding this inspection, do not hesitate to call me at [phone], ext. 321.
Sincerely,
Daphne B. Cullom
Environmental Specialist 11
cc: George Pettus, Goldsboro Hog Farms
Xyayne County SWCD Office
aRO
943 Washington Square Mall, Washington, North Carolina 27889
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

r
I
I* tcoutme p l.omptamt p rouow-up of uwy inspection p rouow-up of u:!,wv. review C Litner
Facility Number Date of lspecrion
Time of Inspection F—MUTIff-1 24 hr. (hh:mm)
13 Permitted 0 Certified 13 Conditionally Certified 13 Registered G Not Operationa Date Last Operated:
FarmName: C&G.Swiae..................................................................................................... Countj: Wayne WaRO
OwnerName: Carl ......................................... Kirby -Sr ......................................... ........... Phone No: .735-.7.613............................................ .................... ....
Facility Contact: Carl.Kirby ................................................. ......Title: Phone No:....................................................
...............................................................
Mailing Address: 17..7S.Antiacb..Raat1............................................................................. Pikeyj1k..XC .......................................................... 17R6a ..............
Onsite Representative: Carl.Kirby..Gearge.P.ettus.................................................. Integrator:Goldsbora.Hoa.Farms.......................................
Certified Operator:Carl.G................................... Kinhy ................................................. Operator Certification Number: 19.4117..............................
Location of Farm:
Latitude =&= ®.. Longitude ©• ©°
Swine Capacity Population
® Wean to k ee er
3200
3200
❑ P ee er to mis
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Poultry Capacity Population Cattle Capacity Population
❑ ayer I I❑ airy
❑ Non -Layer I lij on- arty
❑ er
Total Design Capacity 3,200
-- Total SSLW 96,000
IV
Number of Lagoons 0 ❑Subsurface DMFTFFesent ❑ Lagoon Area ❑ Spray 1, ield Area
Holding Ponds / Solid Traps E ❑ o tqurWaste Management System
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge oricinated at: [3 Lagoon ❑ Spray Field ❑ Other
a. if discharge is observed. was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
2. Is there evidence of past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge?
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ® No
Structure 6
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5
Identifier:
Freeboard (inches): ..............38_5..............
❑ Yes ❑ No
❑ Yes ® No
❑ Yes Ig No
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
3/23/99 seepage, etc.)
❑ Yes ® No
Continued on back

aci ity um er: 96-57 Uatc of Inspection
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan? ❑ Yes ® No
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement? ❑ Yes N No
S. Does any part of the waste management system other than waste structures require maintenance/improvement? ❑ Yes ® No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings? ❑ Yes ® No
Waste Application
10. Are there any buffers that need maintenance/improvement? ❑ Yes ®No
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Yes ®No
12. Crop type Coastal Bermuda (Hay) Small Grain Overseed Com, Soybeans, Wheat
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ®No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes ®No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? ® Yes ❑ No
15. Does the receiving crop need improvement? ❑ Yes ®No
16. Is there a lack of adequate waste application equipment? ❑ Yes ®No
Required Records & Documents
17. Fail to have Certificate of Coverage & General Permit readily available? ❑ Yes ❑ No
I & Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.) ❑ Yes ®No
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports) ❑ Yes ®No
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ❑ Yes ®No
21. Did the facility fail to have a actively certified operatorin charge? ❑ Yes ®No
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application) ❑ Yes ❑ No
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative? ❑ Yes N No
24. Does facility require a follow-up visit by same agency? ❑ Yes H No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes ® No

3/23/99
aci ity um er. 96_51
D.IIe of Inspection
Odor Issues
26.
Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below
p Yes
M No
liquid level of lagoon or storage pond with no agitation?
27.
Are there any dead animals not disposed of properly within 24 hours?
p Yes
® No
28.
Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt,
p Yes
® No
roads, building structure, and/or public property)
29.
Is the land application spray system intake not located near the liquid surface of the lagoon?
p Yes
® No
30.
Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.)
p Yes
® No
31.
Do the animals feed storage bins fail to have appropriate cover?
❑ Yes
IN No
32.
Do the flush tanks lack a submerged fill pipe or a permanent/temporary cover?
p Yes
® No

Mike Kirby/ B&P PidlFarm 9
Carl Kirby/ C&G Seine 96-57
1277 It
I � I
35°29'26.92" N 77°53'03.24" W
v 2008 Acriom
Z, 2008 Tole Atlas
Image C- 2008 DigltalGlobe
elev 95 it
A
R
2004
Eve alt 4544 ft