960056_HISTORICAL_20171231

'•V
NUH I H UAHULINA
Department of Environmental Qual

HISTORICAL
HISTORICAL
HISTORICAL

A&�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Michael E Kirby
B&P Pig Farm
1498 Antioch Rd
Pikeville, NC 27863
Dear Michael E Kirby:
John E. Skvarla, III
Secretary
October 1, 2014
Subject: Certificate of Coverage No. AWS960056
B&P Pig Farm
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 Michael E 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 B&P Pig Farm, 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 AWS960056 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 pay careful attention to the
record keeping and monitoring conditions in this�t. Record keeping forms are unchanggd with this
General Permit. Please continue to use the same record Permit. Please continue to use the same record k=ingforns.
1636 Mail Servioe Center, Raleigh, North Carolina 27699-1636
Phone: [phone]Internet: htt_p�:/twm.nodenr.gov/
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recyded 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 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 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 fmd detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: bM://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,
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. AWS960056)
AFO Notebooks
Maxwell Foods Inc

I , QEi-V-ED
OCT 2 2014
Nutrient Management Plan For Animal Waste Utilization
09-24-2014 '-I"YVQ �/'J�._�
This plan has been prepared for:
Kirby Brothers
Mike E. Kirby
1498 Antioch Road
c�6=S6
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 2 7530-4 708
919-734-5281, Ext. 3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
4 3 e /I i-- -
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: fit`
Technical Specialist Signature Date
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 4.1 Date Printed: 09-24-2014 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 Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,102
3044
-1,942
1,844,934
-1,233,734.
Year2
1,102
5255
4,153
2,915,591
-2,304,391
-------------------------------------- - ----------------------------------U-s--------------------- ------------------------------------------------------
Note: In sowce ID, S means standazd sowce, U means user defined sowce.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
569109 Database Version 4.1 Date Printed: 09-17-2014 Source Page I of 1

Narrative
This plan is for Facility #: 96-56. This plan replaces C&G SWINE
------------------------- -------------------------------------------------------------------------------------------------------------------------- --------------
569109 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
P15
9.14
3.27
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain .
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4846
PI
8.80
2.81
N/A
Exum
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4946
P17
8.92
1.89
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4846
P18
8.92
0.74
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8490
Plo
11.70
2.29
N/A
Norfolk
Com, Grain
113 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
9490
P12
11.70
1.99
N/A
Norfolk
Com, Grain
113 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Double Crop
34 bu.
8491
P19
20.50
1.62
N/A
Wagmm
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
8491
P4
10.80
2.57
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.
8491
P6
10.80
2.17
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8491
P7
4.30
1.42
N/A
Craven
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
PLAN TOTALS: 117.39 22.94
569109 Database Version 4.1 Date Printed 9/17/2014
PCs Page 1 of 2
NOTE: Symbol • means user entered data.

LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
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).
569109 Database Version 4.1 Date Printed 9/172014
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.
Wacte iltili7ation Tahle
Vear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crap
RYE
APpliG
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Canm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Appfic.
Method
Manua;
PA
Nutrient
Applied
(dbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manua:
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2575
P15
S5
Exum
9.14
3.27
Com, Grain
130 bu.
2/15-6/30
138
0
"20
brig.
118
65.46
0.00
214.07
0.00
2575
P15
S5
Exum
9.14
3.27
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
56
62.14
0.00
203.18
0.00
4846
Pl
S5
Exum
8.80
2.81
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
27.74
0.00
77.95
0.00
4846
P17
SS
lExurn
8.92
1.89
Corn, Grain
130 bu.
2/15.6130
138
0
"20
Irrig.
118
65.46
0.00
123.73
0.00
4846
P17
SS
Exurn
8.92
1.89
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
58.72
0.00
4846
P18
SS
Exum
8.92
0.74
Com, Grain
130 bu.
2/15-6/30
138
0
118
65.46
0.00
48.44
0.00
4846
P18
S5
Exum
8.92
0.74
Wheat, Grain
60 bu.
9/1-4/30
112
0
J*2brig.
brig.
56
31.07
0.00
22.99
0.00
8490
P10
SS
Norfolk
11.70
2.29
Com, Grain
113 bu.
2/15-6/30
129
0
Irrig.
109
60.47
0.00
138.48
0.00
8490
P10
SS
orfolk
11.70
2.29
Wheat, Grain
59 bu.
9/1-4/30
123
0
Irrig.
62
34.12
0.00
78.13
0.00
8490
P12
SS
Norfolk
11.70
1.99
Corn, Grain
113 bu.
2/15-6/30
129
0
"20
Irrig.
109
60.47
0.00
120.34
0.00
8490
P12
SS
Norfolk
11.70
1.99
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
34.12
0.00
67.90
0.00
8491
P19
SS
Wagram
20.50
1.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
8.32
0.00
13.48
0.00
8491
P4
SS
Norfolk
10.80
2.57
Com, Grain
115 bu.
2/15-6/30
131
0
"20
Irrig.
111
61.58
0.00
158.26
0.00
8491
P4
SS
Norfolk
10.80
2.57
Wheat, Grain
60 bu.
9/1-4/30
I25
0
0
brig.
63
34.67
0.00
89.11
0.00
8491
P5
S5
Norfolk
11.81
2.17
Com, Grain
115 bu.
2/15-6/30
13l
0
"20
brig.
111
61.58
0.00
133.63
0.00
8491
P5
SS
Forfolk
11.81
2.17
Wheat, Grain
60 bu.
1 9/14/30
125
0
0
brig.
63
34.67
0.00
75.24
0.00
569109 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 1 of 4

Waste Utilization Table Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
pbs/A)
Res.
pbs/A)
Appbc,
Method
Manure
PA
Nutrient
Applied
pbs/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
P6
SS
Exurn
10.80
2.17
Com, Grain
130 bu.
2/15-6/30
138
0
*20
Irrig.
118
65.46
0.00
142.06
0.00
8491
P6
S5
Exum
10.80
2.17
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
67.42
0.00
8491
P7
S5
Craven
4.30
1.42
Small Grain Gverseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
8.32
0.00
11.82
0.00
Total Applied, 1000 gallons
1,844.93.1
/ e
Total Produced, 1000 gallons
611.20
Balance, 1000 gallons
-1,233.73
!: Y
Total Applied, tons
' `. ;"s +,.y
0.00
Total Produced tons
llt? y)'
0.00
Balancetons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
569109 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 2 of 4

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Qbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/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
2575
P15
S5
Exum
9.14
3.27
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
101.59
0.00
2575
P15
S5
Exum
9.14
3.27
Soybeans, Manured, Double Crop
42 bu.
4/1-9115
161
0
0
Irrig.
161
89.32
0.00
292.08
0.00
4846
PI
S5
Exum
8.80
2.81
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
35
19.42
0.00
54.56
0.00
4846
Pi
S5
Exum
8.80
2.81
Hybrid Bermudagrass Hay
6.5 Tons
311-9/30
274
0
0
Irrig.
274
152.01
0.00
427.15
0.00
4846
P17
S5
Exum
8.92
1.89
Wheat, Grain
60 bu.
9/14/30
112
0
0
brig.
56
31.07
0.00
58.72
0.00
4846
P17
S5
Exum
8.92
1.89
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig.
161
89.32
0.00
168.81
0.00
4846
P18
SS
Exurn
8.92
0.74
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
56
31.07
0.00
22.99
0.00
4846
P18
S5
Exum
8.92
0.74
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig.
161
89.32
0.00
66.10
0.00
8490
Pl0
SS
Norfolk
11.70
2.29
Wheat, Grain
59 bu.
9/1-4/30
123
0
0
Irrig.
62
34.12
0.00
78.13
0.00
8490
PIO
SS
Norfolk
11.70
2.29
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
73.79
0.00
168.97
0.00
8490
P12
SS
Norfolk
11.70
1.99
Wheat, Grain
59 bu.
9/14/30
123
0
0
Irrig.
62
34.12
0.00
67.90
0.00
8490
P12
SS
Norfolk
11.70
1.99
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
lrrig.
133
73.79
0.00
146.83
0.00
8491
P19
S5
Wagram
20.50
1.62
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
35
19.42
0.00
31.46
0.00
8491
P19
S5
Wagram
20.50
1.62
Hybrid Berrnudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
146.46
0.00
237.27
0.00
8491
P4
SS
Norfolk
10.80
2.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
hrig.
63
34.67
0.00
89.11
0.00
8491
P4
SS[Norfolk
10.80
2.57
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
195.33
0.00
8491
P5
S5
Norfolk
11.81
2.17
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
63
34.67
0.00
75.24
0.00
8491
PS
SS
Norfolk
11.81
2.17
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
164.93
0.00
8491
P6
S5
Exum
10.80
2.17
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
56
31.07
0.00
67.42
0.00
8491
P6
S5
Exum
10.80
2.17
Soybeans, Manured, Double Crop
42 bu.
411-9/15
161
0
0
brig.
161
89.32
0.00
193.82
0.00
8491
P7
S5
Craven
4.30
1.42
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
hrig.
35
19.42
0.00
27.57
0.00
8491
P7
S5
Craven
4.30
1.421
Hybrid Berrnudagmss Hay
5.4 Tons
3/1-9130
228
0
0
Irrig.
228
126.49
0.00
179.62
0.00
569109 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 3 of 4

Waste Utilization Table
Year 2
Nitrogen
Canm
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(Ibs/A)
PA
ManumA
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
pphod
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
(Ibs/A)
Obs/A)
(Ibs/A)
1000
Source
Total
Use.
Applic.
Applic.
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
2,915.59.;'
Total Produced, 1000 gallons
61 L20
;
Balance, 1000 gallons
-2,304.39
Total Applied, tons
x'`:`' ';'"` '"
0.00
Total Produced, tons
r
0.00
Balance, tons
"s ttt +`;&1
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol ■ means user entered data.
569109 Database Version 4.1 Date Printed: 9/17/2014 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2575
P15
Exum
6.35
1.0
4846
P1
Exum
0.35
1.0
4846
P17
Exum
0.35
1.0
4846
P18
Exurn
0.35
1.0
8490
P 10
Norfolk
0.50
1.0
8490
P12
Norfolk
0.50
1.0
8491
P19
Wagram
0.60
1.0
8491
P4
Norfolk
0.50
1.0
8491
PS
Norfolk
0.50
1.0
8491
P6
Exum
0.35
1.0
8491
P7
Craven
0.40
1.0
569109 Database Version 4.1 Date Printed 9/17/2014 IAF Page 1 of 1
NOTE: Symbol s means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
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
---------------- -- ---------------------------------------------------------- -------- ---------------------------------------- ------------------- --------- ----------------------------------
569109 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.
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
41
1
3
180
1
4
180
1
5
180
1
6
150
1
7
119
1
8
88
1
9
159
1
10
180
1
11
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.
------------------------------------------------------------------------------------------------------------ I ---------------------------------------------------
569109 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.
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).
---------------------------------------------------------------------------------------- -----------------------------------------------------
569109 Database Version 4.1 Date Printed: 9/17/2014 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a- high potential for leaching. Waste/nutrient
loading rates on these 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.
-------------------------------------------------------- ------------------------------------- ----------------- --------------------- I--------------------
569109 Database Version 4.1 Date Printed: 9/17/2014 Specification Pale 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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
569109 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.
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569109 Database Version 4.1 Date Printed: 9/17/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): P15, P17, P18, P6
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): P10, P12, P4, P5
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.
----------------------------------------------------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 1 of 5

The following crop note applies to field(s): PI
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): P7
Bermudagrass Coastal Plain, 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. 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 V 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
Ib/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.
-------------------------------------------- I--------------------------------------------------------------------------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 2 of 5

The following crop note applies to field(s): P19
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 V 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): P1
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 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 301bs/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.
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 3 of 5

The following crop note applies to field(s): P19
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 301bs/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): P15, P17, P18, P6
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): P10, P12, P4, P5
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.
--------------------------- ------------------------- ------------------------------------------------------ -----------------------------------------
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 4 of 5

The following crop note applies to field(s): P15, P17, P18, P6
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): P10, P12, P4, P5
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.
569109 Database Version 4.1 Date Printed: 09-17-2014 Crop Note Page 5 of 5

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

AQ����
HCDEHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 1, 2009
Michael E Kirby
B&P Pig Farm
1498 Antioch Rd
Pikeville, NC 27863
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS960056
B&P Pig Farm
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Michael E Kirby:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Michael E 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 B&P Pig Farm, 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 AWS960056 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.
General Permit. Please continue to use the same record k e £ 's? I I \V/
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 I OCT 2 2009
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org I
An Equal Opportunity l Affinnabve Action 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 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 II.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.izov/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,
/"V. '�
for Coleen H. Sullins
Enclosure (General Permit AWG 100000)
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. AWS960056)
AFO Notebooks
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O� W ATF9 Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004
Michael Kirby
B&P Pig Farm
1498 Antioch Rd
Pikeville NC 27863
Subject: Certificate of Coverage No. AWS960056
B&P Pig Farm
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Michael Kirby:
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 January 28, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Michael
Kirby, 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 AWS960056 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 B&P Pig Farm, 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 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
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
OCT 15 2004 NorthCarolina
Phone: [phone] / FAX: [phone] / Internet: h2o.enr.state.nc.us���Lyr/�
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper L

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,
- / eKv
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 AWS960056
APS Central Files

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-i
r
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Michael Kirby
B&P Pig Farm
1498 Antioch Rd
Pikeville NC 27863
Subject: Certificate of Coverage No. AWS960056
B&P Pig Farm
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Michael Kirby:
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 January 28, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Michael
Kirby, 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 AWS960056 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 B&P Pig Farm, 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 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.
Amn
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 276WI617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/r)dpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 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,
Zde -/
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 AWS960056
NDPU Files

I
ANIMAL WASTE UTILIZATION PLAN
Producer: Micahel 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

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
BH
6.1
305
2. 22
646.6
I
APR-SEP
8491
8491
8491
8491
8491
8491
8491
8491
8491
8491
8490
-10
P4
10 P5 NOA
-10
P5
-1V
P6
9 P7 CrB2
-9 P7
3 P8 I WaB
13 NoB
P10
13 NOB
P12
END
SG
11
1100
12.12
I212
SEP-MAY
BH
6.1
305
2.12
646.6
I
I
1
APR-SEP
SG
1
100
2.12
212
I
1
SEP-MAY
BH
6.1
305
2.12
646.6
I
1
APR-SEP
SG
1
100
2.12
212
I
1
SEP-MAY
BP
4.2
210
1.11
233.1
I
1
APR-SEP
SG
1
1.11
55.5
I
150 1
SEP-MAY
BP
4.1
205
2.26
463.3
I
1
APR-SEP
SG
1
50
2.26
113
I
1
SEP-MAY
C
100
105 20
2.13
223.65
I
I
MAR-JUN
C
100
105 20
2.98
312.9
I
MAR-JUN
I
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TOTAL13977.25
- - 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: 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
TOTAL10
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
100
TABLE 1
TABLE 2
TOTAL
*d
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
14.84
3977.25
0
0
14.84
3977.25
* BALANCE
-2441.25
*** 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 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: 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.
Tract
Field
Soil Type
8490
1
13
NoB
P12
8491
10 P4 I
NOA
8491
1
10 P5 I
NoA
8491
1
10 P6
NoA
8491
1
13 I
NOB
P10
8491
3 P8
WaB
8491
9 P7
8491
1
-10
P4
8491
I -10
P5
8491
I -10
P6
CrB2
jApplication RatelApplic. Amount
Crop (in/hr) (inches)
C .5 *1
BH
BH
I l:l
C
BP
BP
SG
SG
SG
.5
.5
.5
.5
.6
.4
.5
.5
*1
.5
*1
Page: 8

ANIMAL WASTE UTILIZATION PLAN
8491
8491
1
.6
I *1
-3
P8
SG
.4
*1
SG
-9
P7
* 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
Page: 9

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
8491
10 P4
NoA
BH
6.1
305
2.12
646.6
I
APR-SEP
8491
-10
SG
1
100
2.12
212
P4
I
1
SEP-MAY
8491
10 P5
NOA
BH
6.1
305
2.12
646.6
I
1
1
APR-SEP
8491
-10
SG
1
100
2.12
212
I
SEP-MAY
P5
8491
10 P6
NOA
BH
6.1
305
2.12
646.6
I
I
1
APR-SEP
8491
-10
SG
1
100
2.12
212
P6
I
SEP-MAY
8491
9 P7
CrB2
BP
4.2
210
11
1233.1
I
1
1
JAPR-SEP
8491
-9 P7
SG
1
50
1.11
55.5
I
SEP-MAY
8491
3 P8
WaB
BP
4.1
205
2.26
463.3
I
I
1
APR-SEP
8491
-3 P8
SG
1
50
2.26
113
I
SEP-MAY
8491
13
NoB
W
55
110
2.13
234.3
P10
I
SEP-APR
8491
-13
NOB
SB
35
112 28
2.13
238.56
P10
I
JUN-SEP
15
8490
13
W
55
110
2.98
327.8
p12
jNoB
I
1
SEP-APR
Page: M 10

ANIMAL WASTE UTILIZATION PLAN
8490 M13 INOB ISB I35 I112 I28 I2.98 333.76P
15
I
TOTAL14575.12
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: XY, 11

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: )W 12

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
14.84
4575.12
0
0
14.84
4575.12
* BALANCE
-3039.12
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: XS 13

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: )N 14

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.
I I I (Application RatelApplic. Amount
Tract I Field 1 Soil Type I crop I (in/hr) 1 (inches)
I 1
I
1
1
I .5
l *1
NOB
I W
113 l
8490
P12
I I
I
I
I
8490
I -13 I
NOB
I SB
l .5
l *1
P12 I
I
I
I
8491
110 P4 l
NOA
I BH
l .5
l *1
I
I I
110 P5 I
I
I
l .5
l *1
I
NOA
I BH
8491
8491
I I
110 P6 I
I
I
l .5
l *1
NOA
I BH
I I
l 13 l
I
I
I
I .5
l *1
NOB
l W
8491
P10 I
I
I
I
8491
1 3 P8 l
WaB
l BP
I .6
I *1
I
I I
CrB2
I
I BP
I
I .4
I *1
I
8491
l 9 P7 l
8491
I I
l -10 l
I
i
I .5
l *1
I SG
P4
8491
l -10 l
l SG
l .5
l *1
P5
Page: XE 15

ANIMAL WASTE UTILIZATION PLAN
8491
1
I -10
P6
1
8491
I -13
P10
8491
-3 P8
1
8491
I -9 P7
1
NoB
SG
W1
SG
3ei
.5
*1
.5
*1
.6
*1
.4
*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
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 BUSHELS (28 POUNDS). WHERE CORN IS PLANTED AFTER
SOYBEANS, THE SOYBEAN RESIDUE IS CREDITED WITH 20 POUNDS CARRY OVER
OF NITROGEN.
Page: )W 16

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: =17

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: Ig 18

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: 12 19

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: Micahel Kirby
(Please print)
signature: M, L� Date: �,%/8/0/
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 INC 27530-4708
Signature: Date: 6 - a o -o/
Page: M 20

MIKE
CARL KIRBY
C-A�:
p��Fvrz�
4--K C.A\I A. t a,4
ct ' Kou 'A to 7 (6 l / �.
SCALE: 1"=200'
u ri,
N �+
10' RIGH—OF—WAY
FOR PIPE
WTECHNICAL SPECIALIST
NEEDS TO VERIFY
DISTANCE TO NEAREST
RESIDENCE AND ALL
BUFFERS,

A

klAle-6
Nutrient Management PIan For Animal Waste Utilization
04-15-2003
This plan has been prepared for:
B&P Swine
Mike Kirby
1498 Antioch Road
Pikeville, NC 27863
919-734-4640
This plan has been developed by:
Charlotte Jenkins
NRCS/Wayne SWCD
Wayne Center, Room 104
208 W. Chestnut Street
Goldsboro, NC 2 7530-4 708
919-734-5281, Ext. 3
Developer n.
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner 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
---------------------------------
Preview Database Version 2.0
f-s-- ---- ---- -
��,1Date Pxintea', 04 15
Cover Page 1
RECEIVED IDENR/DWQ
)IFPP PRnTFCTI()N SFCTION
MAR 2 0 2009

Nutrients applied in accordance with this plan will be supplied from the following
sou rce(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
I rri Qated
3060
Max. Avail.
PAN (Ibs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,060
13174
-10,114
5,270,149
-4,047,749
Year 2
3,060
11518
-8,458
4,600,877
-3,378,477
Note: In source ID. S means standard source, U means user defined source.
* Nlais. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
247140 Database Version 3.1 Date Printed: 03-16-2009 Source Page Page 1 of I

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
I ract
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
8.801
2.36
N/A
Exum
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4/7 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, Hay-4/7 Harvest
2.0 Tons
4847
1 P11
24.10
24.10
N/A
Aycock
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4847
2 P13
3.40
1.56
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4847
2P14
3.40
198
N/A
Aycock
Cont, Grain
130bu.
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.
S490
131112
1 11.70
2.98
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured; Double Crop
35 bu.
3490
13 P9
11.70
3.03
N/A
Norfolk
Cont, 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
,s491
10 P5
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
3191
10 P6
10.80
2.12
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4/7 Harvest
2.0 Tons
3 P8
4.30
2.26
N/A
W agram
Hybrid Bermudagrass Pasture 1
5.5 Tons
14" 140 Database Version3.1 Date Printed 3/16/2009
PCS Page Page I of 2
NO1 I: Symbol * means user entered data.

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
.-ire also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
17uct
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4846
1 PI
8.80
2.52
N/A
Exum
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S, Hay4/7 Harvest
2;0 Tons
4946
1 P2
8.80
236
N/A
Exum
Hybrid Bermudagrass Hay
6.5 Tons
Cereal/Annual Rye O/S; Hay4/7 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 Pit
24.10
24.10
N/A
Aycock
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4847
2 P 13
3.40
1.56
N/A
Exum
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
4847
2 P14
3.40
2.98
N/A
Aycock
Corn, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
42 bu.
8490
13 P10
I1.70
2.13
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8490
I , 1312
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
I l5 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
Cereal/Annual 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
849.1
3 P8
4.30
2.26
N/A
Wagram
Hybrid Bermudagrass Pasture
5:5 Tons
247140 Database Version 3.1 Date Printed 3/16/2009
PCS Page Page I of 2
NOTE: Symbol * means user entered data.

-1 he U.I,stc t;tlh/'Ition table shot+n bClkm ,unundriies the waste utilizdtiuu plan 101 this operation. I his plan prop ides an Cstimate of the numher of ICI Cs of Cropland needed 10 use
the nulricnts being produced. The plan requires consideration of the realistic yields ofthe crops to he grown. their nutrient requirements. and proper timin.-of applications to
maxinli/C 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 hum each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year I
'1Yact
Field
Source
ID
Soil Series
Total
Acres
Use
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Pert.
Nutrient
Applied
(Ibs/A)
Res
(Ibs/A)
Applic-
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
ManuteA
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
4846
1 PI
S5
Exunt
8.80
2,52
Hybrid Betmudagrass Hay
6,5 Tons
3/1-9130
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, HayA/7 harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig,
100
39.94
OAO
100.66
0.00
4846
I P2
S5
Exum
8.80
2.36
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
Irrig,
274
109.45
0.00
258.30
0.00
4846
1 P2
S5
Exam
8.80
2.36
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
100
39.94
0.00
94.27
0.00
4846
10 P3
S5
Norfolk
10.80
2.07
Hybrid Bem udagrass 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
2.0'1'ons
10/1-3/31
100
0
0
Irrig.
100
39.94
0.00
82.68
0.00
4847
1 P11
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 PI I
S5
Aycock
24.10
24.10
Wheat, Grain
60 bu.
9/1-4/30
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
Irrig.
123
49.13
0.00
76.65
0.00
4847
2 P13
S5
Exum
140
1.56
Wheat, Grain
60 bu.
9/14/30
112
0
0
Irrig,
67
26.84
0.00
41.87
0.00
4847
2 P14
S5
Aycock
3.40
2.98
Corn, Grain
130 bu.
2/15-6/30
144
0
15
Irrig.
129
51.53
0.00
153.55
0.00
4847
2 P14
S5
Aycock
3.40
2.98
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
73
29.00
0.00
86.42
0.00
8490
13 PIO
S5
Norfolk
11.70
2.13
Corn, Grain
115 bu.
2/15-6/30
131
0
15
Irrig.
116
46.34
0.00
98.69
0.00
8490
13 P10
S5
Norfolk
11.70
2.13
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
75
29.96
0,00
63.81
0.00
8490
13 P12
S5
Norfolk
1 I.70
2.98
Corn, Grain
115 bu.
2/15-6/30
131
0
15
Irrig.
116
46.34
0.00
138.08
0.00
8490
13 P12
SS
Norfolk
11.70
2.98
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
75
29.96
0.00
89.28
0.00
247140 Database Version 3.1 Date Printed: 3/16/2009 WUT Page Page I of

X1 asto t lilialtion Fahlc
Ycal" 2
Tract
Field
source
ID
Soil sel Fes
Ioral
Acres
Ilse
Acres
t rop
RYI:
Applis
Period
VI1!O ❑
I',1
:r,
RCot d
uhp41
t'uulIll
Ia1
uucnl
Applied
IIt's Al
Rev
Obs.Al
Apple
Method
V4nn1or
PA
Nuunni
pphcd
In„AI
1 1y111,1
MJMIlcA
pphed
r.IcIvI
�and
ManunC
-AppbeJ
I A I C I
I squid
Manure
Apphcd
tl-reld1
Saud
Manwc
Applied
IIieldI
N
N
N
N
1000
"al A
I ons
1000 gals
ions
4846
1 PI
S5
Fxum
8.80
2.52
hybrid Bennudagrtss I lay
6.5 Pons
3/I-9/30
274
0
0
brig.
274
109.45
0.00
275.81
0.00
4846
1 PI
S5
F.xum
8.80
2.52
Cereal/Annual Rye O/S, HayA/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
brig.
0
0,00
0.00
0,00
0.00
4846
1 P2
S5
F.xum
8,80
2.36
Hybrid Bermudagrass Ilay
6.5 Tons
3/1-9/30
274
0
0
Irrig.
274
109A5
QOO
258.30
0.0i1
4846
1 P2
S5
Fxum
9.80
2.36
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
0
0.00
0.00
0.00
0.00
4846
10 133
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
200
4846
10 133
S5
Norfolk
10,80
2.07
Cereal/Annual Rye O/S, Hay-4/7 Ilarvest
2.0 Tons
10/1-3131
100
0
0
Irrig.
0
0,00
0.00
0.00
0,00
4847
1 Pit
S5
Aycock
24.10
24.10
Wheal, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
48
19,33
0.00
465.92
0.00
4847
1 PI1
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
Fxnm
3.40
1.56
Wheat, Grain
60 bu
9/14/30
112
0
0
Irrig.
45
IT89
0.00
2T92
0.00
4847
2 P13
S5
F:xum
3.40
1.56
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig.
161
64.31
0.00
100.32
0.00
4847
2 P14
S5
Aycock
3.40
298
Wheat. Grain
60 bu.
9/1 4/30
121
0
0
Irrig.
48
19,33
0,00
57.61
0.00
4847
2 P14
S5
jAycock
3.40
2.98
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
194.02
0.00
8490
13 PIO
S5
Norfolk
11,70
2.13
Whcat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
50
19.97
0.00
42.54
0.00
8490
13 PIO
S5
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
Irrig.
50
19.97
0.00
59.52
0,00
8490
13 P12
S5
Norfolk
11.70
2.98
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0,00
163.08
0.00
8490
13 P9
S5
Norfolk
11.70
3.03
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
50
19.97
0,00
60.52
0,00
8490
13 P9
S5
Norfolk
11.70
3.03
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0,00
165.81
0.00
8491
10 P4
S5
Norfolk
10.80
2.12
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
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
10/1-3/31
100
0
0
Irrig.
0
O.00
0.00
Omol
0.00
8491
10 P5
S5
Norfolk
10.80
2.12
1-lybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0,00
250,66
0.00
8491
10 PS
SS
Norfolk
10.80
2.12
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/1.3/31
100
0
0
Irrig.
0
Q00
0.00
0.00
0.00
247140 Database Version 3.1 Date Printed: 3/16/2009 WUT Page Page 3 of

t he Vk'Isic 1, �IIIiauioil lahlc shown hCIONk suIII nlarilen the s%a>IC utilisation plan lit tlli> operation. I his plan p1m idc, an r�tincuc of the number of acres of cropland needed Io use
the nut WlIts being produced. I he plan requires consideration oIthc realistic yields of the crops to be ', rown, their nuU ien requirements. and proper timing of appIicat Ions to
ma\iIIIi/e nutrient uptake.
ibis table provides an estimate of the amount of nitrogen required by the crop being, grown and an estimate of the nitroaen amount being supplied by manure or other by-products.
commercial lertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert
Nutrient
Applied
(lbs/A)
Res
(Ibs/A)
Applic.
Method
Manure
PA
NutrlenlA
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4846
1 PI
S5
EXaln
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, Flay-4/7 Harvest
2.0 Tons
10/1-3/31
100
0
0
Irrig.
100
39.94
0,00
100.66
0.00
4846
1 P2
S5
Exum
8 80
236
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
274
0
0
Irrig.
274
109.45
0.00
258.30
0.00
4846
I 132
SS
lExurn
8.80
2.36
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
10/I-3/31
100
1 0
0
Irrig.
1 100
39.94
0.00
94.27
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/I-3/31
100
0
0
Irrig.
100
39.94
0.00
82.68
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 PI 1
S5
Aycock
24.10
24.10
Wheat, Grain
60 bu.
9/14/30
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
Irrig.
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
21114
S5
Aycock
3.40
2.98
Corn, Grain
130 bu.
2/15-6/30
144
0
15
Irrig.
129
51.53
0.00
153.55
0.00
4847
2 P14
S5
Aycock
3.40
2.98
Wheat, Grain
60 bu.
9/14/30
121
0
0
Irrig.
73
29.00
0.00
86.42
0.00
8490
13 P10
S5
Norfolk
11.70
2.13
Corn, Grain
115 bu.
2/15-6/30
131
0
15
Irrig.
116
46.34
0.00
98.69
0.00
8490
13 Pl0
S5
Norfolk
11.70
2.13
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
75
29.96
0.00
63.81
0.00
8490
13 P12
S5
Norfolk
11.70
2.98
Corn, Grain
115 bu.
2/15-6/30
131
0
15
Irrig.
116
46,34
0.00
138.08
0.00
8490
13 P12
S5
lNorfiolk
11.70
2.98
Wheat, Grain
60 bu.
9/14/30
1 125
0
0
Irrig.
75
29.96
0.00
89.28
0.00
247140 Database Version 3.1 Date Printed: 3/16/2009 WUT Page Page I of

%" nac 1 ti l lI:I III)❑ l:lblc
iem-2
Traci
1=ield
Soncc
ID
Sod Series
Total
Acres
IIac
Acres
crop
RY'IT.
Apphc.
Period
�:nrn_cn
PA
1un:e111
Req'd
Mrs A)
r .n....
I ni
Nuw:ni
Applied
(Ibv.A)
Ri
Ub>.A)
Apphc
Method
M: nnm
PA
Nulucnil
pphcd
tIbwAI
I.I'Illld
ManuicA
pphl d
acid
Mamnc
Apphol
(acml
I :glnd
Manwc
1phLe,I
iI -geld)
""Ild
Manure
Applied
ll teldl
N
N
N
N
1000
gal'A
Iona
1000 gals
tons
4846
1 PI
Si
Esum
8,80
2.52
Hybrid Bermudagrass Hay
6 5 Tons
3/I 9/30
274
0
274
109,45
0.00
275.91
0.00
4846
1 PI
S5
Estrin
8.80
2.52
Cereal/Annual Rye O/S, Ilay-4/71-larvest
2.0 Tons
10/1-3/31
100
0
U
Irrig_
0
0.00
0.00
0'00
0.00
4846
1 112
S5
Esum
8,80
2,36
Hybrid Bermudagrass Ilay
6.5'Yons
3/1-9/30
274
0
0
Irrig,
274
109.45
0.00
25830
0-00
4846
1 P2
S5
Exum
8.80
2.36
Cereal/Annual Rye O/S. Ilay-4/7 Ilarvest
2.0'Tons
10/1 -3/3 1
too
0
0
Irrig.
0
0.00
0,00
0,00
000
4846
10 113
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
10/1-3/31
100
0
0
Irrig-
0
0.00
0.00
0.00
0.00
4847
1 111
S5
Aycock
24,10
24.10
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
48
19.33
0.00
465.92
0.00
4847
1 I'll
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
Irrig.
45
17.89
0.00
27.92
000
4847
2 P13
S5
Exum
3.40
1.56
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
161
0
0
Irrig.
161
64.31
0.00
100.32
0.00
4847
2 P14
S5
Aycock
3.40
2.99
Wheat. Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
48
19.33
0,00
57.61
0,00
4847
2 P14
S5
Aycock
3.40
2.98
Soybeans, Manured, Double Crop
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65,11
0.00
194.02
0,00
8490
13P10
S5
Norfolk
11.70
2.13
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig.
50
19,97
0.00
42.54
0.00
8490
13 PIO
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
Irrig.
50
19.97
0.00
59.52
0,00
8490
13 P12
S5
Norfolk
11.70
2.98
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
1 0
Irrig_
137
54.72
0,00
163.08
0.00
8490
13 P9
S5
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
8490
13 P9
S5
Norfolk
11.70
3.03
Soybeans, Manured, Double Crop
35 bu.
4/I-9/15
137
0
0
Irrig.
137
54.72
0.00
165.81
0.00
8491
10 P4
SS
Norfolk
10.80
2.12
Hybrid Bermudagrass Igay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
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
10/1-3/31
100
0
0
Irrig,
0
0.00
0.00
0,00
0.00
8491
10 P5
S5
Norfolk
10.80
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
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
Irrig.
0
0.00
0.00
0.00
0.00
247140 Database Version 3.1 Date Printed: 3/16/2009 WUT Page Page 3 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
apply ing 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 PI
Exum
0.35
1.0
4846
1 P2
Exum
0.35
1.0
4846
10 P3
Norfolk
0.50
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 P 10
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
0.50
1.0
8491
10 P5
Norfolk
0.50
1.0
8491
10 P6
Norfolk
0.50
1.0
8491
3 P8
Wagram
0.60
1.0
8491
9 P7
Craven
0.40
1.0
?47 140 Database Version 3.1 Date Printed 3/16/2009 IAF Page Page 1 of I
'.,O 1 1 . s mhol ' mans user entered data.

Me tbllowing Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
Sludge application. If this is not possible, care should betaken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 galJac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
l orn 120 bu
150
13.16
16.29
32.58
48.87
! lug 6 tun RN,
300
26.32
8.14
16.29
24.43
tiorbea n au bu
160
14.04
15.27
30.54
45.81
247140 Database Version 3.1 Date Printed: 03-16-2009 Sludge Page Page I 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
In intts the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
'structure's temporary storage capacity.
Available Waste Stowe Capacity
Source Name
I 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
I
4
180
1
5
149
1
6
180
1
7
164
1
8
180
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
*A vai I ab I e Storage Capacity is calculated as of the end of each month.
247140 Database Version 3.1 Date Printed: 03-16-2009 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
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 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.
247140 Database Version 3.1 Date Printed: 3/16/2009 Specification Pave 1

S. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 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.
347140 Database Version 3.1 Date Printed: 3/16/2009 Specification Pag_e 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.
247140 Database Version 3.1 Date Printed: 3/16/2009 Specification Pape 3

Crop Notes
The following crop note applies to field(s): 2 P13
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 Ibs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 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 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 Ibs/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. Apply 20-40 Ibs/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.
247140 Database Version 3.1 Date Printed: 03-16-2009 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
� ielding 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. Ito Mara 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 I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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.
247140 Database Version 3.1 Date Printed: 03-16-2009 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. 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 V 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
Ib/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
I n 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 Ibs/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
I n 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 Ibs/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.
247140 Database Version 3.1 'Date Printed: 03-16-2009 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 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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 least40 bu/ac in 1.5' to 2' rows spaced V 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
Ib/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.
247140 Database Version 3.1 Date Printed: 03-16-2009 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 301bs/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 30 Ibs/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 Ibs/acre at
planting and another 20 Ibs/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.
247140 Database Version 3.1 Date Printed: 03-16-2009 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-til 1. 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.
1an Database Version 3.1 Date Printed: 03-16-2009 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 50 Ibs.acre of PAN maybe 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.
247140 Database Version 3.1 Date Printed: 03-16-2009 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 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 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 maybe applied between September
15 and October 30. An additional 50 lbs. acre of PAN maybe 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.
247140 Database Version 3.1 Date Printed: 03-16-2009 Crop Note 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 plantingcompleted 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 PI 1, 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 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 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.
2a7140 Database Version 3.1 Date Printed: 03-16-2009 Crop Note Page Pa,ge 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.
247110 Database Version 3.1 Date Printed: 03-16-2009 Crop Note Page Page 10 of 10

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
December 13, 2000
MICHAEL KIRBY
B&P PIG FARM
1498 ANTIOCH RD
PIKEVILLE NC 27863
LA
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DEC 2 1 [000
Subject: Certificate of Coverage No. AWS960056
B&P Pig Farm
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
Dear Michael Kirby:
In accordance with your application received on November 20, 2000, we are forwarding this Certificate
of Coverage (COC) issued to Michael Kirby, 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 B&P Pig Farm, 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 AWS960056
B&P Pig Farm
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the light 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 Milam at [phone] ext. 544.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Wayne County Health Department
MWashington Reuel Office, Water Quality S
Wayne County Soil and Water Conservation District
George Pettus, Goldsboro Hog Farms
Permit File
NDPU Files

State of North Carolina
I
2.
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections 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.
GENERAL INFORMATION:
1.1 Facility Name: B&P Pig Farm
1.2 Print Land Owner's name: Micha,
1.3 Mailing address: 1498 Antioch Ri
City, State: Pikeville NC Zip: 27863
Telephone Number (include area code): 919-734-4640
1.4 County where facility is located:
ti 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 Hog Farms
1.8 Date Facility Originally Began Operation: 1/27
1.9 Date(s) of Facility Expansion(s) (if applicable):
OPERATION INFORMATION:
2.1 Facility No.: 96 (county number); 56_ (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
3200- Certified Design Capacity
Is the above information correct? 0 yes; F-1 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
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
Other Type of Livestock on the farm:
NOV 2 !1
No. of Animals:
VVA' Li
Non-Discharg r^erMi4 ' .1
FORM: AWO-G-E 7/7/99 Page 1 of 4 96 - 56

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system):19.0 ; Required Acreage (as listed in the AWMP): 6.95
2.4 Number o lagoons storage ponds (circle which is applicable): 1
2.5 Are subsurface drains present within 100' of any of the application fields? YES or N (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRRCCS Standards, etc.) (Swine Only)
( Y r:J) or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 7/8/94
What was the date that this facility's land application areas were sited? 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.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
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 for 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.
MK
01 K
FORM: AWO-G-E 7/7/99 Page 2 of 4 96 - 56

Facility Number: 96 - 56
Facility Name: B&P Pig Farm
4. APPLICANT'S CERTIFICATION:
I, M i (,& e I K i r6�, (Land Owner's name listed in question 1.2), attest that
this application for 84 p pig Fnr rn (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature m� enl Date 1 t'1?-c)00
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]
Nov 2 0 2000
WATER QUALITY SECTION
Non -Discharge Permi".'nrl
FORM: AWO-G-E 7/7/99 Page 3 of 4 96 - 56

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\ POP 1,397 1•.;: .6 ' �1854 , , ate!
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v m
UN TO

„ Osoarment of
Arncultur»
CP ERATOR
Soil
COn3wvnllon
I
u1FG ktRt3f 1
Please review the attached plan and specificaticns eare.`ully. Retain
this plan for your use and records. It is strongly recommended that you,
ycur 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
understand what is expected so that final constructier, 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
_ essible. 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:
t52zo0 cu. ft. M cu.yds.
cu.ft. - 5061 cu. yds.=
Estimate or Fad o Gike: cu.ft. 372T
cu.yds.>
'Ration
Job Class -rL- ?t/dllNElfsf
mate:
Designed By
Design Appro
EG1k/ 4
NOV 2 0 2000
WATn, QUALITY SECTION
(Von-r,;X-1a;e=Perm; ° 7
O-^. Scl Can,.,. ,l,on S.M1¢•

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OF a L508
1757 1.0 7506
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'> 1.0
7354
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BUS.
. 34 70 � I
UPI

Operator:Carl Kirby
County: Wayne
Date:
06/29/94
Distance to nearest
residence (other than owner):
1400.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x
522
lbs. =
0
lbs
0
head
(finishing
only)
x
135
lbs. =
0
lbs
0
sows
(farrow to
wean)
x
433
lbs. =
0
lbs
3200
head
(wean to feeder)
x
30
lbs. =
96000
lbs
Describe other :
0
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
PeWNEiz REQUESTS ND yLc�DG� 6raFabE•
Volume = 0.0 cubic feet 4taV&P BE RENtoVEFV A5 N6C-VFD �
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
160.0
Inside top width (feet)----------------------
160.0
Top of dike elevation (feet)-----------------
57.5
Bottom of lagoon elevation (feet)------------
47.0
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 3.0 154.0
154.0 9.5
AREA OF TOP
LENGTH * WIDTH =
154.0 154.0 23716 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
97.0 97.0 9409 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
125.5 125.5 63001 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23716.0 63001.0 9409.0 1.6
Total Designed Volume Available = 152200 CU. FT.

I
I
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 160.0 25600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of wash water
5c.
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 14933.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14933.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5C.
14933
cubic
feet
5D.
14933
cubic
feet
TOTAL 53311 cubic feet
6. SUMMARY
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___________________________>
160.0
feet
Inside top width____________________________>
160.0
feet
Top of dike elevation_______________________>
57.5
feet
Bottom of lagoon elevation__________________>
47.0
feet
Total required volume_______________________>
149311
cu. ft.
Actual design volume________________________>
152200
cu. ft.
Seasonal high watertable elevation (SHWT)===>
53.1
feet
Stop pumping elev.__________________________>
53.9
feet
Must be > or = to the SHWT elev.====______>
53.1
feet
Must be > or = to min. req. treatment el.=>
53.0
feet
Required minimum treatment volume=====______>
96000
cu. ft.
Volume at stop pumping elevation=====_______>
96573
cu. ft.
Start pumping elev._________________________>
55.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
137266
cu. ft.
Volume at start pumping elevation=====______>
136047
cu. ft.
Required volume to be pumped________________>
38377
cu. ft.
Actual volume planned to be pumped=====_____>
39474
cu. ft.
Min. thickness liner when required==>
o"ff;
1.5
feet
7. DESIGNED BY:
soil
APPROVED BY:
&TVVQ6E H• , Gout 0i4oGF ums
/
DATE: uNE qH DATE: 7l
�1�5;,�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: T - r -

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 55.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 53.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 38377 cubic feet or
287061 gallons.

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

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: -YTHE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED OILS
OF
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.
r"

SHEET 2 OF 2
Soil -liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the 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.
7

J/
SC U. S. DEPARTMENT OF AGRICULTURE
S-FN,, // SOIL CONSERVATION SERVICE
Ray. 5-70 70 /V U P5 k ^ �
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED PG#tD SITE
FARMER'S NA ;4 DISTRICT
..COUNTY
• • SHEET NO.•
• . WORK UNIT CONSERVATIO:41ST
■■NNEN
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MEMEMEMIMENESIMEMEM
1191MEME
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MEN
■■■
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■N�■a�
nN■■■■■■■M■■■■■■■■
�■■■ir�■■■■■■■■■NOMIMM
MEMO
n■■
■■■
■■■
■■■■■■■■■■
■■SEEM
e■■■eNNNe■n
■■■■■■■
Mal
NNNN©■■
■■■■■■■■IMe■■■■■■
■
■Nil■■■■■■■■■■■■■EMM■■E
IN
■■iN■NN■■■■■■■■■■m■■■=r�■■■■
■■i�N■■■■N■N■■��■■■
■■■■■
•
:•

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
g- gravel
GP - Poorly graded gravels
s - sand
GM -Silty gravels; gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl- sandy loam
SW - Well graded sands; sand -gravel mix
fsl -fine sandy loam
SP - Poorly graded sands
1- loam
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
sil - silt loam
CL-Clays.of_low to medium plasticity
cl- clay loam
CH -Inorganic clays of high plasticity
sicl-silty clay loam
MH - Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH - Organic clays, medium to high plasticity
c - clay
1. Suitable material for embankment is available Yee 0 No (Indiwte whe Iocatoo on th. sketch on
..u..aa std11
REMARKS:
2. Explain haaazda requiring special attention in design (Seepoae, sponp,.rock etc)
_)dY y y• /. t j r
1.
GENERAL REMARKS:
24
26
26
27
28
29
30
31
132133
134
135113611371138
39
140 1141
42 j
43
44
4,511461147
481149
50
51

SEEDING -SPECIFICATIONS
AREA TO BE SEEDED: 1.2 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
72 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
9.6 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
IZ -0:0f'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 Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR MM LAGOONS
Landowner �12C t�(�3� l County WAYNE
Community or Group No.
Conservation Plan No.
i-agoon
Estimated Depth of Water to Top of j�Xj0___,7 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. E ev.: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 l,s�
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach RutiE, 1��X 7o
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By
name
tle
Concurred By i�,
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date %/ov /�!�

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

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WASTE UTIL ZA.TIOI PLAN
------------------------
Owners narrte--.C:ARL F:IRI-,'Y
Mail Address —PIKE ILLE
Type of production unit-----. k,EAfa - f=EEDFR
Number of an i rah!. 1 units ------
C':ount'y e W1AYNE.
Type of waste faci 1 ity-----SAnaerobic Lagoon.
Temporary storage t.orage period---" 1;-;1!} days
Method of application ------- IRRIGA.TE
Amount of animal '.taste
Amount of plant available N produced by an i rna I r-
C_
_rnrner v i a l Na to apply on planned arrea;7e---------
1351 'tc'risfyear
0 lbs.:year-
Your animal waste uti l !zat.ion plan hasbeen specifically
developed -For your swine operation. Tile plan is based on the
so i I types, crops to tie grciwri, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent poi l ut i on of surface arid./or ground
water" . The plant nutrients i n the an i tria l waste e :-hou i d be used to
reduce the amount of c'irmmerc i a! fert i I i zer required for the craps
where the waste is to be applied. This waste utilization plan
uses nitro0eri as the I uniting nutrient. Waste should tie
analyzed before ea.ch app! icatlon C:Ycle and annuial sVl l tests
are encouraged so that al plant nutrients can be balanced for
r ea I i st i c 'y i e I ds of the crop, to be grown.
Several factors are important in implementing your waste
utilization plan in order to {nafirnize the 'rertiIlzer" value of
the 'Waste and to ensure that i t i s app I i ed i rt an
environmental ly sate manner. Always apply '.paste based on the
needs of the crop to be 'gown and the nutrient content of the
waste. no not app 1v more hi tr-ogen 'than the cr-op can uti I ize.
So i I types are i mpor-ta.ht as they have d i ffer-ent i rif i I trat i on
rates and I each i rig potent i a I . Waste --ha i I not be app I i ed tr_'
I and erod i n3 at greater titan 5 tons per acre per .year -. Leo not
apply waste on saturated soil l s or on land when the surface is
frozen. Either- of these conditions may result in runoff to
surface waters. Wind coed i t i nns should also be considered to
avoid drift and downwind c-dctr problems. To rna:: i rn i _e the value
of nutrients for crop production and t0 reduce the pc'tential
for po I ! ut i on, the waste should tie applied to a ._rr ow 1 ng4 crop or
not more than 30 days pr' i or to p I a.nt i i-h9. So i I nc nr-p oar a.t i oIrt
of waste w i I I corrse'r-ve rtutr i ente. and reduce odor problems.

Page 12
The acres needed to apply the animal waste is 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 fac i I ity.
YOUR WASTE UTILIZATION FLAN IS BASED ON THE FOLL.OWI>'G:
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code /Acre /Unit Used Apply
4846 1 N o A C:
4846 1 C.rB'2 C:
4 2.46, 1 E x C.
Available Nitrogen
6.1 50 -00 C3. = 91.5 MAR-OCT
5.2 50. CIO Cj 52C5 MAR-OCT
6.5 50. OCJ E• . ki 1. • 5QJ MAR-OCT
Total 8.=
(includes commercial) 153c•
Surplus Or Deficit-1.02:_•
Crop codes: Crop -unit
A=BarIey-bu.
B=Bermudagrass (;craze) -tons
C=Bermuda•ara=_.s(hay) -tons
D=Corn(3raIn)-bu.
E=Corn(siIage) -tons
F=Cotton-Ibs. Iin't
G=Fescue(graze)-tans
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
F'=Sma1 i grair,(graze) -acre
L=Small grain(hay)-acre
M=Sorohum(grain)-cwt.
IAI=Wheat--bu.
Y=Fe=_cue(pasture)-toms
Lser-mudagrass(past lre)-tons

Page _3
If more commercial fertilizer- is used than shown in -this plan,
then additional acres cf land may be needed. A three to fifteen
feet wide permanent grass fitter- strip should be seeded along all
.ditches in fields that receive animal waste.
Additional comments:
--------------------
:o,�� -sti
--G ---- -_ ------------ - - - - ----------------------------- - - - - --
------------------------------ F­------------------------------------------
Prepared t,y:/�-�r---- ---- Title; :r bate: _
Producer
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
io discharge
scha.r ge
i.vaiIatIe at the appropriate pumping th
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate tirnes and at rates that no runoff
occurs.
C/-I/0/
--- Date:
F4'r nd"-I er
Technical peciali=_.t:1-------- Date:7�//�
(Copy to produC er- and copy to case fi le)

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Attachmenc B
Page 1 of 3
North Carolina AgriCuIturaI=ztension seraiCe
A i-Waste Management
Bic ogicd mid t�� ttt-.aaZ utgirs�ring Nertiz CI:v —X state Llrcaersi=y
OF 7A A_ :aY R e^Re
James C. 3a_kr-*
I. SA aTZ =ZZZ =
3. Semi-Soi_d Ic= 'Jt
_. Sc_axd di-ractly f_-om lot i== sprM»a=
a. r loaded spreads collar-= abort 2 lbs of
d.'=�e-rrz-r loca.ors using -,tea-=�, ; c caZlecars _
-; - -..= S" =Age
a. Co'' ; ec= about 2 Ems of m�-e f_om *,.,.;a_ tsc sz= =P- cZu=
avoiding beck"= ma:.a*lals bad us'_.gc cbilaca_s.
H. I4gr : d Maa`a S1a- y
_. 'Under-slot:zad-floor pit
a. F-c-,ead a l/2' noametaliis condo: c open on bores eats iatb
x-= t e to aim 1nor.
b. Seal =oe= end of cams-m (a. g. , by placing a `^tom a over e=c'
of coadsi=)-appiag--a-**-a that bas en=a=ad lover end, remove
and emat7 sli -p i=to plan `c bucket or ao=e-z'' ; c co= -,a e= .
c. :ake zzsbsamales =om 5 or more loeaw.cros or at leas= 1 aua=-_.
d. V;T and add aboum 3/4 pin= tb moae-=il;c savale con-. i=e_.
+4. Zxmer-ior ss..orage basis or maak
a. Masse ssn mm=r -e has been ve'? -4-wi r a liquid
chopper-agi amor p+...--a or move-71er agi=a=o=.
b. 2axa s=bsamples f=cm about 5 pit loca=io= , from ag'_matcr pt-p
or sp=Pare= =d place �= a plan-c bucket.
Professor and �.=ension Spec4z` Z, Biological and Ag=ic ?c:=a1 agiaeer' g
Dena =eam, No�.� Ga_^olira State IIniversimy, 3aleigh. INC.
�U

Attachment B
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from in_ -.ow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-I.5' pole.
b. Extend bottle 10-15' away mom bank edge.
c. Brush away floating sc•.mt or debris.
d. Submerge bctzle vithin 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to no=etaIlic samo le container.
D. Broiler or TLrkey Utter
i. House Litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 liar subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, -ake 1 subsample there and the
other 4 subsamoles from remainder of floor su=tace.
c. At each location, collect lit-ar from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsa=les have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. N-.ix, add 2-3 lbs to nonmetallic sample container and seal.
I
M
N

Attachment B
Page 3 of 3
II. SAV-VL8 P3EPABAZION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rins e
residues from contain: with clean water but do not use disirsectants,
soaps, or =-.eat in any other way.
B. Pack sample in ice, ref=igerate, freeze, or aransfe= to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material sue', as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
L. A&I. Eastern AgricMl= al lab, Inc. ia. Polyfoam Packers Corp.
7621 Ghitevine Road 2320 S. Foster Ave=e
Richmond, VA 23237 - 'Wheeling. IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co.
3315 Vinton Road
Raleigh, NC 27604
Ph: [phone]
iv. NA.SCO
901 Janesv^-lle Avenue
For At44nnoa, AI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina -residents.
i._ Address: North Carol?�a Deaa_-cent of Ag=icsl_=e
Agronomic Division
P1ant/Aaste/Soluzsn Advisory Section
Blue Ridge Road Center
P.O. Box Z7647
Raleigh, NC 27611
Ph: [phone]
At= Dr. Say Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sa=ale:
a. Livestock species (dairy, swine, turkey, etc.)
b . Livestock usage (,.wine -nursery, finishing; =--key-breeders ,
brooderhouse, --over, number flocks --own on litter; etc.)
c. Waste type (dairy -lot scraped ma*r*Te, liquid slu-ry; s•.wine-pit
slu_-=y, lagoon liquid, sludge; broiler -house litter, stockpile
iv. !bout'-ne analyses perf-orxed on all samples:
v. Additional analyses performed upon request:
N, P, E, Ca. *1g, Na,
S, Fe, ' M, Zn, Ca, B
DH, Ho, Cd, Ni, Pb
Z

Total Volumes by Project
(combined volumes for each drawing)
Project: Carl Kirby 1
Drawing: Drawing 2
Number: CHF070
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/29/94 Time: 11:53:04
Drawing: Drawing 2
Grid cell size: 2.35 by 2.34 Original drawing scale: 100.00 ft/in
ICUT I FILL I EXCUTded I Expanded
----------------------------- --------------------------------------------
Balanced I 5060.68I 3727.42I { 5060.68 { 4659.27
Existing
----------------------------- --------------------------------------------
Net: 1 1333.271 1 401.411
Project: Carl Kirby 1
CUT
----------------------------------------------
Project Totals: I
5060.68
Average Shrink/Swell Percent
----------------------------------------------
Project Net: 1 1333.27
Expanded I
Expanded
FILL
CUT
FILL
--------------------------------
3727.42
5060.68
4659.27
( 0.00%)
( 25.00%)
--------------------------------
1 401.411

Site Balance Report
Grid cell size: 2.35 by 2.34
Original drawing scale: 100.00 ft/in
Project: Carl Kirby 1
Drawing: Drawing 2
Number: GHF070
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/29/94 Time: 11:46:31
Final surface: Balanced
Initial surface: Existing
There are no "Balanced" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta
Cut
Fill
Cut - Fill
0.000
5060.68
4659.27
401.41
0.143
4948.33
5023.11
-74.78
0.120
4965.86
4965.86
-0.00
Raise "Balanced" by 0.120 feet.

Orientatfo -"R 0
60.
58.
56,
54.
52.
50.
48.
46.
Lower Left
2 Maaniffcation: 18.2
3D Mesh Surface
Balanced
Project: Carl Kirby 1
Drawing: Drawing 2
Number: DHF070
Location: Wayne Co.
Bid Date:
Engineer: O. Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO H00 FARM using SITEWORK
Date: 06/29/94 Time: 12:05:24
Inclination: 20.0
Sf ow 11V�11 urace

0 70 140
.50
8A I r— : A..::la
57.50
Cl CI *+-5+14,@ J---4:'_Aa6—j 50
b:i
55.50
50
50
Report: Plan View Cross-section Locations
Project: Carl Kirby 1
Drawing: Drawing 2
Sur+ace: Balanced
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/29/94 Time: 11:55:02
Scale: 70 -Pt/in

61.5
60.0
58.5
57.0
55.5
54.0
52.5
51.0
49.5
48.0
46.5
45.0
Cross -Section Plots
Digitized Points
Horiz. scale: 50 ftiin Vert. scale: 3 ft/in
Project: Carl Kirby 1
Drawing: Drawing 2
Number: OHF070
Location: Wayne Co.
Bid Date:
Engineer: O. Pettus
Owner: C. Kirby
Estimator:
Prepared by: GOLDSBORO H00 FARM using SITEWORK
Date: 06/29/94 Time: 11:57:51
A - A'
...............r.......................................................... ...........................; r:::....................................................
• ••••.:'11s1f rrlr r:::r:.:1:511NTrrtrr:r:::.::.•IIHITrrrrT::::.I••�_. ...............\afl,tT rrrrl
i
........................................................................................................................................................................ .......... .i. ..... ..
..................................................................................................................I....................................................;............................
Bala iced
i
.....................................................................................................................................
......................................................................................................... ........................................;...............................

r-+
U.S.D.A. �r ' ,:' SCS-CPA-026
Soil Conservation Service (.tune 91)
HIGHLY ERODIBLE LAND'AND WETLAND
CONSERVATION DETERMINATION
Name and Address of Person
C.a.r / 1C,� 6cJ
;23 9 4 ►3. 5 Uri ass R
ice. kc u: I l r NC V78f-3
2. Date -
/a-/.2,R /l
3 County
4. Name of USDA Agency or Person Requesting Determination 5. Farm No. and Tract No. q
i4S G S �S'7 Ben ?= z
- - - _. --
FIF1D NO.is)
TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes CZ No ❑
r +. 775
7. Are there highly erodible soil map units on this farm? Yes No [g
N
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
-'crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
- according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
- enrolled in a USDA set -aside or diversion program.
Office
in n,t.. ulnhly (=mriihlo I anA AetermimatlOn Was completed In the: 18 Feld ®
SECTION it - WETLAND
_.
RELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yes ng No ❑
'
12. Wetlands (W), including abandoned wetlands, or. Farmed Wetlands (FW) or Fanned Wetlands Pasture (FWP).
Wetlands may be fanned under natural conditions. Fanned Wetlands and Fanned Wetlands Pasture may be
fanned and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management.
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions. -
15. Minimal Effect Wetlands (MW).- These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made..
16. Mitigation Wetlands (MIW). Wetlands on which a person is mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990.
17. Restoration with Violation (RVW-year)- A restored wetland that was in violation as a result of conversion after
November 28,1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23,1985 and
November 28,1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW)..'Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site. :
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined aviolation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28,1990. In any
year that an agricultural.commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27 The wetland determination was completed in the office [R field ❑ and was delivered[] mailed[ the person on q
28. Remarks. jC; e / s /� t l Mil T—�e1,r39 C-,t,..d 6.-e /41 S' fit- T= No f'
}�v,d cu hl�(— Land AAoL 6c Glca_r-*_d W;-f�L ­resE
('enSerJ m ?Az lt;,d),t3 J"/ rrl1'e %f
'>Q I certify that the above determination is correct and adequate for use n determiningi 30. Slgnature of SCS District Copservationist 131. Date
eligibility for USDA program benefits, and that wetland hydrology, hydric soils. and
hvdrophyric vegetation under normal circumstances exist on air areas outlined as
and programs of the Soil
0
without regard to race, religion, color, su, age, or handicap.
SCS Copy
I

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UNITED STATES
DEPARTMENT OF
AGRICULTURE
SOIL
CONSERVATION
SERVICE
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME-CAr1---%��`I p' - - ---
Y--
------------------------
TELEPHONE-R19--135 - 7-6'3---
LOCAT ION
-6'-`-1'�[f sr�-�11R
Aides _,V;P-ti-vf ----
#A
53-# OPERATION------------
LOCATIONDATA
DISTANCE FFP-M NEAREST RESIDENCE NOT OWNED BY
PRODUCER -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-Y -- 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 ----
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 Ne
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----
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---- NO ----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAN?,,,,,-
APPLY WASTE? YES-H/-- 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------
IFYES, 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 EV LUATION BE. INVALIDATED.
-4 �- --- 3 - /- 9 fC
SIGNATURE- - - -- ------ DATE----------
/CC,K-Page 3
1-7C-�

CARL KIRBY
MIKE KIRBY
IRRIGATION
DESIGN
CEIV
NOV 2 0 20110
WATER QUALITY SECTION
fVQn-Csc;�arg� Fcrm�`;!^�

ci
TOM CROCKETT IRRIGATION, INC. • P.O. BOX 390 • WILLIAMSTON, NORTH CAROLINA 27892 • 919-792-3121
Mr. Grover Ibod
IJEM DES
I•Iayne Center R0J404
20B Ibst Qiestrut Street
Cold0)c)ro,North Carolina 27530
11e traveler u-dSgrrxlyd rcaste system designed and installer) for Carl Kirby meets LEWr aural Resarrres
Gmservation Service qulifications. the pipe is shout three feet deep; all fittings c;xe frvperly Cleanec
and glutei in place. 14Dre than amcgh concrete was used to thrust block the ends, ninety elW-7s
and at the pump d 5dnrge. M-P e rare ru leaks in the system and the system operated as designed
with adequate pressure, spriri- er coverage,arrl proper buffers frcm the ditd-es.
If 1 can be of fisther help please call.
Sinoerely,
i
L/-ems Iv,
PrestcnL. P&xer, Jr. (Vern)
TCH QCIT IRRIGATION, ll,U.
PLP /see
cc. Carl Kirby
1775 A Itioch Tb
P-D�rille,IU 27863
,do-Tt- bti f h e 400e
reC-4.w�H.l a�Prla„O,/ Of
C�YTd�IC4.Tio.ti oT l�wG/7�ak�
/vtXT2/ `�- ���7.
J e 4E
/0-2�-ao

J ,
United States
Natural Room 108, Federal Building
Department of
Resources 134 North John Street
Agriculture
Conservation Goldsboro, NC 27530
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
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
service.
X. "rks
dew
-)� 2 —3zo0 96-P-6/ �a
S131I ZpC&
Plaz
AN EQUAL OPPORTUNITY EMPLOYER
wms a mtv l � 0sa

United States
Natural Room 108, Federal Building
Department of
Resources 134 North John Street
Agriculture
Conservation Goldsboro, NC 27530
Service
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:
C>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.
6e 2. Please show the pipe class and size on the working map.
o3. It is the responsibility of the irrigation designer to insure that all spray fields meet state required
U, 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.
�. Bi.� /
Dean K. ngh
Supervisory Civil Engineer 11 I vS�
iZD°o
1
attachment
cc: William J. Harrell w/o
Patricia Gabriel w/o
hand-in=hand with the American people to AN EQUAL OPPORTUNITY EMPLOYER
conserve natural resources on private lands.

k!f/14/99 08:47 FAX
005
�i]sDAN
(.e=.11l98)
RCS REQUEST FOR CUL;iURAL RESOURCE FEV1E','J
Nawnl 8esmgces Cansemew savrce (This document is Fr :edom of information Ex _ mpt)
MAIL TO: Jim Errante, CRS, NRCS, 1835 Ass•'mbly.SL, Room 950, Cc umbia S(
:!3201
Ph. [phone] FAX (803)253-,:670
�C $
Date: .a F
'a; Igr•arn Type: _ y
I �'
County:
Owners Name(s): //ii�� /� ���ti - —
-•
U..ist Practice(s):
Size of Practice(s):r���? • ZIT °""`�, .�
_ �iJ S �C�
%age of Ground Surface Visible:
Type of Ground Cover.
Noteworthy Characteristics (i.e. soil drainage / ter ain):
Name of USGS Quad(s):
(Attach a photocopy of the practice area taken fron a topo map and clearly r rote th,, Io
s .ion(s).
If any cultural resources (prehistoric or historic) al a known to exist in the in :media :e 1
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 1: nd owner(s).
Historian, museum, or historical society.
Visual cues, such as artifacts, buildings, chic nneys, walls, foundation: Jfootiril:l s Yles,
bridges, abutments, depressions, mounds, earthworks, or other land scape ;ea 1, res etc.
Field survey will be conducted by (circle one): FO. Sta ,::R : pecialist
Name of contact person submitting this request_ -gLa
----------------------------------------------
(TO BE COMPLETED BY SHPO AND/OR CRS) E'R# _..—
I V 6 archaeological sites have been previ :)usly recorded within the APE rjl tt
practice.
Comments: P �� P 1 GL �1 l\ DTP i 1 is I a r ,-
e S a - ea- __C2 Pit ioc
Signature_ '/ 2�-- Date:'_C'�f— The Na .,U ncs ccs Censc,.ntion S._,c,v,ce. ks 1 ' .in herd ..gym -
U+e Amc,;c pc ql- 1a corms rwur-f lesnaccs o IX rmc L-rds. AN 17CUAL 1 TUNITY EMPLOYCn

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MIKE
CARL KIRBY
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—�-' DISTANCE TO NEAREST
5 Z,A'zr! -L6 RESIDENCE AND ALL
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SCALE: 1u=200' DESIGNEDi I
DRAWN, GR❑VER HOOD -I
TECHNICAL SPECIALIST, I
APPROVEDi I

ANIMAL WASTE UTILIZATION PLAN 41 ��(��s .,
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

ANIMtAL 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 P1
4846
1 P2
Ex
4846
-1 P2
8491
10 P3
NOA
8491
-10
P3
NOTE
SG
I
I1
150
BP
4.9
245
I
SG
1
50
I
BP
4.6
230
I
SG
1
50
I
END II
2.52
1126
SEP-MAY
578.2
2.36
APR-SEP
118
2.36
SEP-MAY
476.1
2.07
APR-SEP
103.5
2.07
SEP-MAY
TOTAL12019.2
- - Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
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

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.
I
Tract I Field I Soil Type
1
l 1 P1 I Ex
4846
4846
I I
l 1 P2 Ex
4846
I
1 -1 P1
4846
I I
l -1 P2 l
8491
I I
l 10 P3 I NoA
8491
I
I -10 l
I 1
1
l crop
BP
1
l BP
l SG
l SG
M
1 SG
1-
(Application RatelApplic. Amount
1 (in/hr)
I (inches)
I
.35
I *1
I
l .35
I
l *1
I
l .35
I
l *1
I
l .35
I *1
1
I •5
1
1 *1
1 •5
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: e

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

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) \� 4
Signature: hW�M .�, Date: 31412 dD
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
lu,Signature: Date: 3
Page: 12

ANIMAL WASTE UTILIZATION PLAN Z PtAIIS- Z-It J (o
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
to 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
8491
10 P4
NoA
BP
4.6
230
2.12
487.6
I
APR-SEP
8491
-10
SG
1
50
2.12
106
I
I
SEP-MAY
P4
8491
10 P5 NOA
BP
4.6
230
2.12
1
487.6
I
1
APR-SEP
8491
-10
SG
1
50
2.12
106
I
SEP-MAY
P5
8491
10 P6 NOA
BP
4.6
230
2.12
487.6
I
APR-SEP
8491
-10
SG
1
50
2.12
106
I
SEP-MAY
P6
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
ALTO
- 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
-244.8
*** 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 Field I Soil Type
I 1
8491 110 P4 l NoA
l 10
1
NOA
P5 l
8491
8491
1 10
1
P6 l
NoA
18491 1 -10
8491 l --10
8491 l -10
Application RatelApplic. Amount
l Crop l (in/hr) l (inches)
i
11
I
l BP
BP
l SG
I
SG
I
I SG
I .5
I *1
I
I .5
I
I *1
I .5
I
I *1
I
1 .5
1 *1
1 .5
I
I *1
I
.5
I
1
I *1
I
* 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

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: 3AZ
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 C;' 1 'TY
E? cFtGENCY MANAVENENT SERVICES (ENS)
SOIL & WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTENSION SERVICE (CES)
919-946-6431
919-731-1413
919-731-153
919-731--1532
919-731-15c5
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or leave your• property to
consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may
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 primping contractor.
e. hlake 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 pump.
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 pump.
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.

s `_;?'"f
7%
E. Leakage from base or sidEv,,a).1 of lagoon. Often this .s s•�!epaQe
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
51_1rface waters?
g. Are potable water wells in danger (either on or off of
the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, 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 Resour-ces Conservation Service
(MRCS) office at 919-731-15321 and Cooperative Extension
Service (CES) at 919-731-1525 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 you.

E
S. Contact
the contractor of your choice to
begin repair o7
problem
to minimize
off -site
damage.
a.
Contractors
Nan; e :
��{��"ft7f�a7�C
wi 7 sQn Brothers
b.
Contractors
Address:
Route 91 Box
204 —
Goldsboro, NC 27530
c.
Contractors
Phone:
778-1580 (0) 778-1177 (H)
6. Contact the technical specialist who certified the lago;:n (NRCS,
Consulting Engineer, etc.)
n. Name: 1 NRCS
b. phone: [phone]
7. Implement procedures as advised by DWO 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
1-910-592-5771
a

Insect Control Checklist for Animal Operations
Source Cause 11M1's to Control Insects ,
sits. Specific Practices
.d storage Accumulations of feed ❑ Reduce moisture accunwl-atiot 'll ; I
residues
;pal holt;::i;; a Accunaulalions,of anima
s wastes and feed wastage
:pure ACCUmtllaliollS of anim
:ig s, :::::Ens wastes
t wa un ant around
inuraediale perimeter of feed storage areas by
ensuring drainage is away from site anti/or
providing adequate containment (c.g,, covered bin
For brewer's grain and similar high moisture grain
products)
❑ Inspect for and remove or break up accunualaled
solids in filler strips around feed slornnp. n.q t,-itlpel
❑ Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is ntinintal
❑ Mainlain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
❑ Remove spillage on a routine basis (e.g.,
7- to 10-dray interval during strnanaer; 15- to 30-tiny
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
c. -'are information contact:
Co;: --rative Extension Service, Deparlancnl of Lntomology, Box 7613, North Carolina Stale University, Raleigh, NC 27695-7613.

r
Insect Control Checklist for Animal Operations
Source Cause BMI's to Coulrol Insects Site Specific Practices
nutter: • AccuMudation of solids
n
tiid SVStellls
Flush system is designed and operated
sufficiently to remove accumulated solids from
butters as designed
Remove bridging of accumulated solids at
discharge
ins and pits Crusted solids ' a—Kiinlain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than G to 8 inches
over more than 30 percent of surface
1 ssive vegetative Decaying vegetation Z--1—Maintain vegetative control along banks of
1� lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
;rs Iced spillage ETIDcsign, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation or decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
clay interval during summer; 15- to 30-clay interval
during winter)

11M;,
Swine Farm Waste Management Odor Control Checklist
onrce Cause BrVIPs to Minimize Odor Sile Specific Practices
d • Swine production ElVegetative or wooded buffers
O Recommended best management practices
(77'�Gootljudgment and common sense
.Cody • Urty manure -covered Dry floors
animals
aces • We[ manuro-covcrcd floors (-I"g-lolled floors
0—Wa1crcrs located over slotted floors
O Feeders at high end of solid floors _.._
9-Scrnpe inamu-e buildup from floors
Q—>1ndfflloor ventilation for drying
collection + Urine El-- cqucnl mmrure removal by (lush, pit recharge,
• Partial microbial or scrape
decomposition Cl Underfloor ventilation
WI exhaust • Volatile gases O Fan maintenance
a rust 1flicient air movement
faces + Dust-U—WMlidown between groups of animals
O Feed additives
O Feeder covers
t7 Feed delivery downspout extenders to feeder
covers
,;ks Agitation of recycled lagoon Cl Flush tank covers
liquid while tanks are filling extend fill lines to near bottom of tanks with
ahli-siphon vents

Swine Farm Waste Management Oclor Control Checklist
Source Cause _ IiMI's to Minimize Odor Site Specilie Practices
I� alleys m Agitation during wastewater Underfloor (lush with underfloor ventilation
Conveyance
Charge points • Agitation of recycled lagoon ©`l`xlend recharge lines to near bottom of pits with
liquid while pits arc filling anti -siphon vents
Li . ,tations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
C ,`.dc drain
c. 'lion or
j, ;on boxca
it : drain;;iL�cs
a, ,00n
i_ all stir;.:;C2s
• Agitation during wastewater EI Box covers
conveyance
Agitation during wastewater 0 Lxtcnd discharge point of pipes underncatli
conveyance lagoon liquid level
Volatile gas emissions
Biological mixing
• Agitation
(3—l"F6fier lagoon liquid capacity
0 Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
0 Minitrltllll agitation when pumping
0 Mechanical aeration
O Proven biological additives
tr; lion sr,rinklcr iIigh pressure agitation 0-f?igafe on dry days with little or no wind
uc. s • Wind drift EI Minimum recommended operating pressure
0 Pump intake near lagoon liquid surface
0 Pump From second -stage lagoon

Swine farm Waste Management Odor Control Checklist
Soot .
Cause
l3Ml'8 to Miuimi•re Odor Sile Specific Practices
;c tank c;
® Partial microbial
❑
Hotlom or midlevel loading
b,.. :tlrfac
decomposition
❑
Tank covers
• Mixing while filling
❑
Basin surface [Hats of solids
• Agitation when emptying
❑
Proven biological additives or oxidants
Sc ig basin
• Partial microbial
❑
Extend drainpipe outlets underneath liquid level
decomposition
❑
Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
iv, r,, slurr;,,, or
• Agitation when spreading
spread:::-
c
• Volatile gas emissions
U., :red mar;i_;rc,
• Volatile gas emissions wl
s' or sludge on
drying
arfaces
Dc,,: <uiinuds e Carcass decomposition
I rtimal a Carcass decomposition
Sal pits
❑ Soil injection of slurry/sludges
❑ Wash residual manure from spreader alter use
❑ Proven biological additives or oxidants
file ❑ Soil injection of slurry/sludges
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
❑ Proven biological additives or oxidants
0,Pro ficr disposition of carcasses
❑ Complete covering of carcasses in burial pits
❑ Proper location/construction of disposal pits
In,-, rators • Incomplete combustion
'ling wak-. - • Improper drainage
facilities; • Microbial decomposition of
organic matter
❑ Secondary stack burners
❑ Grade and landscape such that water drains away
from facilities

Swine rants Waste Management Odor Control Checklist
Cause — ---- ------BM1's to Minimize Odor Site Specific I'raciices
M: �.ue trac:.ad 011to Poorly maintained access 0 Farm access road maintenance
pu' roads fronn roads
far :access
donal Information: Available IF roar:
U ie Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
,e Production Farm Potential Odor Sources and Romedies; EBAE Fact Sheet NCSU-BAL''
Sw -.e Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 NCSU—BAE
81c Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88 NCSU—BAL'
L• ,n Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
C. io,, ! ?.Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
C ::lling ;:fors from Swine Buildings;1111-I-33 NCSU—Swine Extension
E. o:uneia_11 Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
C. :ns for iv,':uiaging Odor; a report from the Swine Odor'fask Force NCSU Agricultural Communications
nce Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

if^
anagementMethOds
(check wiii:.ii in--Lhod(s) are being implemented)
C) 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 from any flowing
stream or public body of waicr.
Rendering at a rendering plant licensed under G.S. 106-16 3.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 13, 1996

I1�
TRAVELER SISTFl`1
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 designer!supplier
Include procedures such as start-up, shut -down, winterization and re2nlar maintenance of ail equipment.
Irrgation Parameters
USOA44RCS
oC.Oher 1995 pager Mann Caralina

Name:
Company:
Address:
IRRIGATION SYSTEM DESIGNER
TOM CROC= IRRIGATION INC
P 0 BOX 390/751 E MAIN ST/WILLI91qST0N NC 27892
Rhone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I _ A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources- nd/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's 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. Field Of$ce 1"echnical Guide, Simon IV, Practice Code 430-DD.
a- 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.
4. Irrigation pipes should not be installed in lagoon or storage pond embankments withouttheapproval
of the designer.
NOTE: A buffer strio 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and sur,ace waters per DEHNR-DELI Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
Irngation Parameters USCAARCS
October 1995 pages North Carolina

TAN LLM
101PPERFENCt 1z
Ono wity

I-1I-200 2 2801 FFM;url u&uk_r-. �, lv
2250 2625
30005
TOP VIEW OF CADMAN MECHANICAL CAM DRIVE
SPEED COMPENSATION
HOSE SPEED COMPENSATION
The Cadman MECHANICAL CAM DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
the task of very accurately compensating the hose
retrieve speed for the increase in drum diameter
as hose is rewound onto the drum.
Here's ho iv it works A sensor bar, riding against
the hose as 4 winds onto the drum, operates a earn
on the variable speed drive pulley by way of a cable.
As the cam rotates, the pulley pitch is adjusted just
enough to accurately compensate for changes in
hose speed over the entire retrieve cycle. The result
Is an even application from beginning to endf
Important: The Cadman engine drive system uses
"0" P.S.I. because it is self-contained and separate
from the fluid irrigated, whereas pistons, bellows,
a turbines lose 5 to 20 P.S.I. This loss has to be
overcome by a pump running harder. These other
systems usually result in using less main line or a
smaller gun nozzle in order to keep the pump
pressure within Operating maximums.
THE CADMAN 2250, 2625 AND 3000S ARE USED FOR MANY DIFFERENT
WATER APPLICATIONS AS WELL AS LIQUID MANURE AND MUNICIPAL WASTE.
Hose
Hose
Input P.S.I.
Gun Flow Rate
Lane
Acres
Time to Apply I Time i
Model
I.D.
Lenp
at Traveller
P.S.I. GPM
Spacing
per Pull
1 inch acre per Pull
130
85
115
223'
4.0
3.9 hr. 15.6 hr. 1
130
75
130
225'
4.0
3.5 hr. 14.0 hr. 1
2250
2.25"
700'
150
85 I
140
236'
4.3
3.3 hr. 14.2 hr. ;
ISOt75
152
236'
4.3
3.0 hr 12.9 hr_130
155
240'
5.5
2.9 hr. j 16.0�130
174
240'
5.5
2.6 hr.2625
2.625"
900,
150
190
246'
6.7
2.4 hr 13.7 hr.
!I
150
205
252'
5.7
2.2 hr. 1 12.5 hr.
130 I 85 285
292'
4.9
1.5 hr, i 7.6 hr.
130 75 320
300'
5.0
1.4 hr. 1 7.0 hr.
30005
3.04"
600'
150 85 345
313,
5.3
1.3 hr. I 6.9 hr.
150 75 375
317'
5.3 ,l
1.2111. 1 6.4 hr.
Cal, 'kn R>ww Equipment l'r-1ttO, wnnfe p04G7 is 0"s of mminuuus imprwemenl. Cadman NONG1 Equipmanrs 46 years o1 laederstllp aru]
rsanr,s5 the ,lgnl I> ctanga specll"llons, design or prirq mHroul:ncwrnB experience In design and manufacturing sands bahind every
`Mi04"^n Cadman Traveller produced. A complete line of pumps, pipe anc
accessories are all available from one company.
man
POWER EQUIPMENT
AGRIWILTURK MACHINERY AND IRFIRIATION EOUIPMENT
Box too, Courlland. Onlario, Canada NOJ 1EO
Phone IS19) 6OB-2222 - Fair t5191 68e-2100

-g4 9!
7-z/B 4
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: CAIZC KtR/3
Address: l775 fit Tiocf.( KID .
Prr<<vrre�' lw ( - a 7?6 3
Telephone: 919 - 7 35- 7,,//3
TABLE 1 - Field Specifications'
County: Wi�(J�(-
Date: 2 4 ZOL0
Field
Number=
/
Approximate
Maximum
Useable Size
of Field'
(acres)
9,0
Soil Type
/No A
Slope
(%)
O-2
Crop(s)
B P s SG
Maximum
Application
Rate+
(In/hr)
S
Maximum
Application
per Irrigation
Cycle''
(inches)
/•0
Comments
z
'Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
'See attached map 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.
Irrigation Parameters
October 1996
paue-1
USDA -MRCS
•l-J6 I---of--

Er uTIT D-4
TABLE 4 - Irrigation System Specif-ications CAR.L K=
Trsyeling I
Irrigation Gun I
Solid Set
Imestion
Flow Rate of Sprinkler (gpm) I 81
perstingPressure at Pump (psi) ( 85. 47
Design Predpitsdon Bate (Ittlhr) I .35
Hose Lcugth (felt) 12 t k 700' I -'XXXXXXX
Type of Speed Compensation I
M�CAL I XXXCXXXX
Fump Type (PTO, Eagine, Electric)
I II1F.=c
Pump Power Requirement (hp)
I 6.21
t
TAB LE S — Thnmt Block Specifications
Desie5er miT provide thrust block details on sentrate sbert_
LOGTiON
THRUST BLOCK
AREA (sa. rt.)
9& Bend
De=d End 4" 1
1.5
TM 4" I
1.5
450 BEND 4 I1.0
I
I
1Se-- USDA NRCS Reid Ofce i e :uucai Guide Section IV, Practice Cade;30.DD.
USZ 1200 FOR SOT-3F-AcL iG S—== N-PICS, NC
NNE, 1996

cr?`3,-'°r�
/ VA-VE
hie;
i \
(, JA VE
GASNs��i.lF:fCti
ELECTRIC
PUMP DIKE VALL
r; �Iii✓ �%L'' tip --
r,cio�
pP ETAi!
r 4,
P VL PIPE
STATE
OF NORTH
CAROLIN A
DEPART1, ENT OF
ENVIRONMENT
HEALTH
& NATURAL RESOURCES
DIVISION
OF SOIL &
WATER CONSERVATION
Y+ilmington
Regional
Office
127 Cardinal give yxt.,
lhilraington,
---
NC 28405
—
Phone: [phone]
-- — .gym.. =Uomw�
HYDQ,*,

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T
TAPER BORE
NVZZLt,
_
_' :' _
I Novle
_
Nnzzlo
_
Nozzle
-
Nozzle
Nozzle
Nozzle
Nozzle
10
---
Nmzle
Nozzle
Nozzle
"55"
6'
65"
7..
75.
GPM -0IA.
g•
GPM DIA.
GPM DIA.
GPM DIA_
GPM DIA.
PS I.
GPM DIA.
47 101'
50 205'
GPM DIA.
57 202'
64 215'
GPM DIA.
88 213'
GPM DIA
70 ' i 222'
235'
GPIA DIA.
91 - 230'
too 245'
'103 2A0'
115 256'
118 250'
130 265'
434" 256'
150 273-
i62262'
165 280'
204 300'
40
50
7n 225'
""34
87
-•45---•^:
-fTd'"�'No0
-i2U
'60
- 55 215+
-_ Bfi 2'.77-
- Bi!
8s 250'
2p9V-
1A
03-•"-
120 275'.
136 283'
155 295'
177 302.
••'•.-`•-3iar-
197 310'
'�2i0� - -
243 338'
��15� 554'
_
_ \.225'
yz
75 __ 238'
^88 C"^'-250-
_263' _
263'"�b`��'�0�'
3Zafi'.
- 80
90
84 235'
68 245'
70 238'
83 25B'
100 270'
117 283'
135 295'
i43_'_""�505'�
155 306'
1735"-3�5�-i5325i2"�"�335'.'235-'��3d5
175 315'
201 326'
223 335 _.
274 362'
•T289--s+--372'
...100.
72 255'
_97._._. 26808-•..-290'..-iP3'�'293'"
290'
129303'
150 315'
171 324'
195 335'
222 344'
247 355'
304 380'
Ili
76 265'
92 278'
Ill
Available only wilh Floe A SR100,
100 DN DIFFUSER NOZZLES
1UU H
HINI2 ryVLLLCJ
93 RING
96 RING11
05 DN
0.6ON
0:7 DN
0.8 DN
PSI
71 RING
77 RING
Bt RfNG
86 RING
.89 RRJG
GPM
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM Dleq
GPM DIA
GPM DIA
GPM DIA
GPM DIA
DIA
- -
- -
57 160
78 174
11
30
40
-
66 208
78 212
-.
91 215
- -
103 224
- -
- 118_ 235
250
- -
134 _238 _
�50 255
152 242
-� jg7 26ij"
45 154
3�55'"�
66 168 _
�74-i71i
91., 182
100 190
118 196. _
130 Zbb
50
74 220
_ Be 225
1Go 236
11$ 240
129
- -
1y10 2p0
143 216
60
81 235
_ 96 240
110. 245
125 260
'--135
_ 141 270
290 T
_ _164 275
177 '295'
163_ 200
�/90 300
.._. _ .
_ .-- _
- - -
",« �.
-
70
68 245
104- 250
i10 Z60
275
152
211 315
_ -
80
94 255
111 265_
127 275
145 265,.
-205
_ -163 300
189 305
- -
- -
90
99 265
117 275
i34 P82u-
154
173 310-
201 315
224 325
- -
-�
100
105 270
124 280
142 295
-
_ 162 305 _
91$
__ 182 320
19f 325`
212 325
- 422 335'-
236 335
"� 246 345
1 W
t t0 275
130 200
id9 305
lad
"The dinmelel 01 lleo is 111.010ximAiely 3nn less for The ZrIralerbrV anglq 69 loss Ior IB
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 TTAPER
9VHt NucZLta
_ -
_- Nome
A..
__.__..--.-_-----
Nozzle
9-
Nnzzlo
Ia"
-
Nozzle
11'
GPM DIA.
Nozzle
1.ozzl2'
GPM DIA.
Nozzle
13'
GPM DIA.
Nnzzln
7"
PSI
GPM DIA.
100 250'
Ito 265'
GPM DIA.
130 270'
1285'
GPM DIA
/85 290'
182 305
GPM DIA.
206 310'
225 325'
25 330'
275 3e5
300` '-'545' -
-� 330 _
350 380'
_ �
50
""",245"'�"340"'.-r
r
315 37',"t
60
70
' 120 7F0•.,-.
,43 �..
.. _--'155 Mid,-_..
_.._-.10..-�� -.-
380 395�R
4A5 e10'
Bp
128 290
. . . -
165 310'
_
-r75 120'--
..__ 210 335'
223. _ 3as
260 355'
5-T-375
-
99
100
,as 3
143 310'
--
185 330'
..--19j.--340'.___
235 355'
-_..247 __.365l.�_.
290 375'
-_-305��'•-385��.
355 4op'
_ 7d-+•-.•-426140z-•.:�460'.
425 420"
500 440' ._.
110
157 '320'
258
320 395_
3@5 n20'
465 ea0'
Say 460'
120
157 336'
_ 204 350'
_375'
-
150 R
RING NOLLLtS
___
_._.
Ring
Ring
Ring
Rino
86 `'
Ring
P7"'
Ring
Ring
Ring
1 16-
1.26'
GPIA DIA,
1 34'
GPM DIA
1 41"
GPM DIA.
PS.1-
GPM DIA.
100 245'
Ito 260'
110 260'
GPM DIA.
730 285'
143 2n0"
GPM DIA.
185 285'
1132 300'
GPM DIA.
205 300-
225 315'
255 320'
275 335'
300 335'
330 350,
350 350,
305 365,
50
60
70
-- _._
T.."_i�5.-._.296
260 340'
315 360'
380 380'
445 395'
80
128 280
165 300'
"i75-"310'
210 320' -
223-"."•340
---- '
2110 360
--� -255"e1`370'_^,..
-. d05"""^-390'--
•""' A95 d05' '
- a0
`i3 ...._, 290".
290 360��_
355 300l�
425 400-
500 415-
too
143 300'
-
185 320-
-...-. 195 33b'•-.._
235 3a0'
_- 47.i50
_
....--305'_ _370
� 46"-' 410r`��
435'
�.s..,�
lie
i50 3f0'.-..-
204 335'
258 360'
320 300'
3@5 400'
465 420'
545 _
120
157 315'
-
I I•e diameter of Ihmw fc. approximately XV, I"s 101 Ino e` nalertmy ney
200 SERIES BIG GUNS - 270 TRAJECTORY`*
'00 T
TAPER 6VHt
NvtLLta
Nozzle -
_
--PJnz: In
1 7-.
Nozzle
1 3..
_
Nnzzle
l A"
--
Nozzle
1 5'
GPM DIA.
Nozzle
I6"
GPM DIA-
1 75-1
NozzleT-G
GPM UtM
Nozzle
9"
DIA
I-0nzzlo
AS
P5.1.
GPM DIA,
GPM OIA
285 355'
310 380'
GPM DIA
330 375'
355395'
GPIA DIA.
385 390,
415 410'
GPM DIA
445 -410'
A80 430'
515 430'
555 450'
' 695 445'
630 465'
095 475
755 490
b''-_51e
495
5351.
5158n
60
70
250 335'
2i0_ 360'
_
-'979469"-
290 375'
370'-395
38b d10
S
B55_ 535'
1005 555'
90
310 3"
_ 350 410'_
-
_405 425_
d40'
475 445' _
' S00^'a6b'-
: -545 465'
m-'��66'"•"'-"`66b""
625 405'
560'
715 505'
SS"-5.-&--
.w9an� �65d�
' ,i066 _ 675' .
100
110_
325 4007
3!5 410'
370 420'
390 _430-
d2$--
T ^65.450'-A$Or_.
__..545•"" EBO'-
030'"-Sb5'
�525�53Dr-''826�"560�.
945
AOr-,
- 7160 ...665'...
_
130
3`.5 475' -
---425' 440
485'
655 515'
755 540'
860 560'
1025 590'
1 1210 620'
130
31U 42S
425 , 45
1485 465'
565
200 R
RING NOZZLt5
1 s.=' Ring
-
1?:' Ring
1 'y" Ring
-
2' Ring
1 - R�„y
actual)
1 'a" Rinq
(I A6- actual)
1 z' Ring
(156" actual)
(166 actual'
(1 74- actual)
DIA.
(i.@3' actual)
GPM OW
(193" actual)
GPM IA.
P S.I.
11.20"
GPM DIA.
GPM DIA
GPM DIA.
GPM DIA.
410 390-
GPM
470 - 405'-
536 420'
640
50
60
230 325'
250 340
300 355',
330 370
350 370'
_.... 385 _390-
445 410'
.-
515 425'
ado.
695 455'
-_585
70
270 _-_ 355' .._T
-'-. 355.___3b5'^__
A45 420'
515 dde.
590 455'
675 470-
_ 805 490'
,_
80
'
270 370' _
'
_ 380 400'
�305 - ei§'"'
.. - 475. • ` 435'_^
-.'sd5" d55'_.r-
_
'-bK --476�
"._-. 315• - 500' .",-
755 500'
855 505'
90
100
310 3b0'
325 390' ...,
,... _. 425 425'
500 445'
625'-"•166z_".._.
575 465'
a9 -
660 e80'
`-ow-_-4"` -.
900 520'
""„-115 - 575'
"'"'73a"..STbI"`.
Ito
120
340 400•.
355 410'
4 i5 A35r'
465 445'
545 465'
630 4B5'
725 _ 500'
- 505'_-.;-.
825 520'
.: • -.--'..d25.i'_'.
985 S45'
..,-.1025 -.. 550'
.- 130
370 - 415'
485 . 450 . _.
_�_685�-__'85�T'"'7967""""
755
-' Tlm rha:nr•un nl jinn,, i5 apprmimntply 2-� Incc l," it,. 7.1" halectory nam. n- I, u,11 le, um c: 1-1-
The BIG GUN' p.dormance data has heen oblam-d under ideal test ce d'I'ans and may be adve s- ly allecled by wind. Pool hydraulic eop,mc,. conditions or other [Actors
Nelsp, In:gnllen Coron:3hnn metres nn repre--nation regarding droplet condition, unilolmity, or application tale.

Table N170. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
INTERIOR lane - in field with multiple overlapping lanes:
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
arc angle
arc angle
arc angle arc angle
arc angle
d
feet
area
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
yam-
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. :
0.57'
0.00
0.13
0.28
0.42
0.47 I';,
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
0.15
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
0.21
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

TONI GROCKC-1T IRRIGATION, 11'IC. • r. o. nor, 390 ® WILLIAMSTON, NORTH CAROLINA 27092 0 919-792-3121
CARI, KI Rile
1775 ANTUXSI Ri)
rIi-UJI,LE NC 27863
I DII 1820' 4" I'It- I G0 PVC PIPI', @ 81. (-,PM, .1.4 111 R 1-00,
2.'-" CHECK VALVE, 2 81 GPM
4,. GATE VALVI; @ 81 GPM
700' X 2.25 I'll AVi?I..1.-:R IIOSF, @ 81 GPM, 2.68 PEIR 100'
- SPRIN 1,ER PSI
5' H,EVATION TO SPRINN'Llill.
3' SUCTION LIFT
2.55 PSI
.G
.1
18.76
60.0
2.16
1.3
85.47 OR
197.44 FT 111)
I,ANP,
NI-.1_ti1ON SR-100 GUN, .71. RING 40 PSI, 81 GPM, 235' DIM1L"TER
:,PACING
70'7 X 235 = 164.5; USE 160'
API•:RA(:E
06.3 X ;11- 7800. ; 360
= 22 X
AI`��I,ICATION
-
f i7 1 :yyl L7. �s 35114.fi1 330
Its'\(I;
.22 X 1t
X ;i 1 1 i(�0 E _ �, /o � �- PER MTNUTL'
Pa 115 : 3 , 4-, S
;PErn
i t�U x 9 78.4
2,3 P6 I �WU7�
PuU5-- I Z ( 35
NI':;I IA
33.03 - (.69 + '3 + 4) - 25. 34
8L X 197.44 15992.64 6. 21- JIP
lu)I::;rl'r)tJr{I
-S9i-0 X-.7)5 "L574 -
PIIT' AND
Pvc IS SnR-26 PR-160. FITTINGS ARE CLASS 200
PVC AND
rL'I`rlrrc 5
EPDXY—GOA1:ED STI,:E,L
4011, X Fll _ 2.07' PB;R SECOND
f'lifll'
Ilfiif{I;LIy itl'll'I'P1, Lo Iil.', ill GITIi 200 CT I1D, 65%
EFFICIENUY
VERN PARKER
2 / EY 2000

E: HBIT D-2
:'.BLE:- Travr1ing Irrigation Gun Settings CARL KIRBY
r, hiodei anst :ypc o Et(uiprncnt: 2250 CcTMAN: 700 X 2t " I-fOSE; SR-100 GUN, .71 R; 60 PSI, 81 GPM, 235' DIANETER
l-eW Not Tn•,Y1 ?.pp;i�xticn
and F'-"�*A iv'=
6r,1hr)
846 1I Z'3 I rlf
846 I d
3491 3 I 1,�b` I 42
[101 4 _i --.�
`! 91 5
TRAVEL L+.NE
E(7'eciive EF.'etave
I Wi tth l'm L. g!h (fl)
I 174 560
I I 5.10
445
460
„ Gh0
EQUIF%tENT SETTINGS
W"ed I rfoa!e OEera4ing O4,cvu;g
DiaDi mecr Prcaure Prc.wre Arc
(r=_t) I (inches) Q Gun (psi) ems. Rr..I (psi) P141em3
235 .71 60 78.76 180
I „ I 180
" " " 330
I 330
" 0
Cmvnrnb
2:52 ACRES
2.30
2 -07
2. 12
9.12
4PPI / CA -"'pm'
35"
35or
.49"
rr
8491 b
460
2.12
13.31
-
�
I
I
�
e attached msp.
Aowseparate cntries for each hydrant location in each Geld
Use the fallowing abbrtviatioras for various arc patterns- F (rull circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
'Aay als-o use degrees of arc_
NRCS, NC
JUNE, 1996

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7)

ALL DIMENSIONS IN INCHES. WEIGHT S IN POUNDS
SUGGESTED SPECIFICATION
All fittings for Iroh Pipe Size pipe shall he
manufactured in one piece of injection
molded PVC compound meeting ASTM
D1784. Fittings shall be Class 200 and
conform to requirements of DR 21. Fittings
shall be designed to withstand a mininmin
of 630 psi quick burst pressure at 73
degrees F., tested in accordance with
ASTM D1599. Dell shall be gasketed joint
conforming to ASTM D3139 with ,gaskets
conforming to ASTM F477. Push Joint or
Mechanical Joint Ductile Iron fittings
meeting AWWA C153 shall be allowed as
alternative when PVC sizes are not
available.
STANDARD JOINT DIMENSIONS
IN INCHES
Nominal
O-D.
Diameter
Pipe
A
C
D
T
ID
1112
1.900
3.168
2.418
1.938
0.107
1.720
2
2.375
3 273
2.523
2.413
0.133
2 1-19
2112
2.875
3 383
2.633
2.913
0.158
2.Gu 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 07?
6
6.625
4.571
3.458
6.683
0 358
5 99J
8
8.625
5.668
3.898
8.708
0.463
7 805

PIERCE
17'ag„ A subsidiary of Fresno Valves & Castings, Inc.
Part Number Size Weight List Price
F I I
3706-01
4" X 52"
33
Ibs
270.50
3706-02
5" X 52"
40
Ibs
283.00
3706-03
6" X 52"
60
Ibs
316.50
3706-04
8" X 52"
78
Ibs
380.00
3700-05
10" X 52"
99
Ibs
456.00
3706-06
12" X 52"
118
Ibs
527.00
Other sizes available on request.
I71'E PE x Ii3'/4" FT 3" MT (52" Drop) - Air vent and pressure rollof not Included. Ordor separately.
Sales & DistribWon Centers
• Little Rock, AR ......•••• [phone] • Grand Island, NE .........[phone]
• Selma, CA ............•••• [phone] • Eugene,OR ................. [phone]
• Sebring,rL............... [phone] • Lubbock,TX................. [phone]
• Jerome, ID ••"......•^••• [phone] • Kennewick, WA ^•••••.•••• [phone]
Prices, designs and
specifications are sub-
ject to change without
notice or obligation.
February 1997

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling instructions are usually provided
by the Engi neer 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
L. The trench bottom shall be stable,
continuous, 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 asa fulcrum. Whenmade
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 trenchwidth 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 it. 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 clean
and properly seated, the spigot endwell
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 large pipe is usuallydone 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 -fit 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 maybe 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
Size
90
Elbow
45
Elbow
22'/v
Bend
Dead End
or Tee
6"
48.74
26.38
13.45
36.10
8"
82.61
44.72
22.80
61.18
10"
120.84
69.47
35.42
95.05
12"
180.54
77.23
49.82
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL lb. per S4 Ft.
Muck peal, etc.
0
Soft clay
1.000
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 backfili and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacieddepthofatleast6". This backfill
shall be soils that allow good compaction
and placed in 6" layers, wellcompacted.
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. It 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. ALLAIRINTHEPIPELINESHALLBE
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 11/2 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 by deflecting or cocking 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. Deflectionsal
the joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Dellection
at the Joint
Offset, inches Radius, feet
1
4.2-
1,150'
2
8.3"
572'
3
12.3-
381'
-4-

on each side of the pipe to provide support five from voids -
Care should be taken to avoid def0rniiog, displacing, or
damaging the pipe during this phase of the operation-
6-4 Final backfill
6A.1 General. After pipeline testing, final backfill shall be
placed and spread in approximately uniform layers in such a
mrauncr as to fill the ucnch completely so that there will be 110
unfilled spaces under or about rocks or humps of earth in the
bat k'fill. Final hackfill shall be frre of large rucks, frozen clods
and other debris greater than 76 min (3 in.) in diameter. Kolling
ecpipment or heavy tampers should be used to con,,lidate the
final backfill only after the minimum depth of cover has been
placed and only with pipe having wall thicknesses greater than
that of SDR-4I. •`
SECTION 7-SPECIAL CONSIDERATIONS
7.1 Bell holes for rubber gasket joints. When the pipe being in-
stalled is provided with rubber gasket joints, bell holes shall be
eseivated in thebedding material to allow for the unobstructed
aescothly if thejoint. Cate should be taken that the bell bole is no
larger than necessary to accomplish proper joint assembly. When the
joint has been made, the bell hole should be carefully filled with
TABLE 11 -- THRUST BLOCKING AND ANCHORS FOR UNDERGROUND IRRIGATION PIPELINES
�
R
Step 1. Multiply the working pressure by the appropriate value
,bosun in the fallowing table to obtain Lotal thrust in N (lb):
PIPELINE THRUST FACTORS', t
Pipe Size Dead End 90' 45'
22-I/2
plan or Tee Elbow Elbow
Elbory
1-1/2 38.1 2.94 4.16 2.25
1.15
2 50.R 4.56 6.45 3.50
1.78
2-112 63.5 G.65 9.40 5.10
2.60
3 743.2 9.80 13.i1 7.51
3.R2
3-1/2 8R.9 12.8 18.1 9.81
4.99
4 101.6 16.2 23.0 12.4
6.31
5 127.0 24.7 35:0 18.9
9.63
6 152.4 34.8 49.2 26.7
1.3-6
8 203.2 59.0 83&..5 45.2
23.0
10 254.0 91.5 130.0 70,0
35.8
12 304.8 129.0 182-0 98.5
50.3
' Based on thrust per It Pa (psi) pressure
1 Blocking. for cross may notbe needed with long branch
lines.
Step 2. Determines the bearing strength of the soil from
the table
below:
BEARING STRENGTII OF SOILS
Soils and Safe Bearing Loads Ib/ft2
kPa
- Sound Shale - --- 10000
478.8
Cemented Gm,el and Sand
difficult to piclt 4 000
191.5
Coarse and fine compact Sand 3 000
143-6
Nedium Clav-C'me be spaded 2000
95.8
Soft (:lay 1 000
47 9
Mock 0
0
Step :1. Divide the total thrust obtained to Step 1 by the
bearing
strength of the still to get the area needed, m2 (ft2).
SIDE THRUST ALTERNATE PROCEDURE
Pipe Size Side Thrust -per. Degree'
in. tuna Ib
N
1-I/2 _--38.1 --.- frJ.---
22.7
2 50.8 7.9
35.1
2-1/2 63.5 11.6.
51.6
3 76-2 17.1
76.1
3-1/2 88.9 22.4
99.6
4 101_171 28.3 -
125.9
5 127.0 43.1
191.7
6 1 52.4. 60.8
270.5
8 203.2 103.0
458.2
10 264.0 I60.0
711.7
12 .301.8 225.0
1000.8
' Based on side Lh rust per 689 itPa ( 100 psi) presto Per degree of
deflection.
NOTE: ktoitipb' side thrust front table by degrees of deflection
times kPa (psi) dilidrd by 100 to obtain total side thmst in N (113).

ih
!�j f Illit i[ET U)''OlYC1kELENE Ira: ...._ TUBE (PSI)
[----- ,------------ ---- --ntaiinal inside diact er-----------------------------
GPM 4.5 4.1 -r l _---_j-;----- 3.0 2.7 2.5 2.3 2.1 l
30 -- -- -- -- -- -- -- -- 23
40 -- -- -- -- -- -- -- -- 4
50 -- -- -- -- -- -- -- 2.01 7
60 - - - - - - - - - - - - 1.57 2.B7 10.
70 - - - - - - - - - - 1.51 2.09 3.82 13.'
80 - - - - - - - - - - 1.19 1.93 2.68 4.P9. -
90 - - - - - - 0.56 0.72 1.40 2.41 3.33 bioB
100 - - - - 0.6n 1.12 1.80 7.92 4.05 /.39
Ito - - - - 0.01 1.34 2.15 1.49 4.83 8.82 -
120 - - - - - - 0.95 1.57 2.52 4.15.67 10.36 - -
130 - - - - -�- 1.10 1.B2 12 4.75 6.Si - -
140 - - - - 0.92 1.26 2.09,"' 3.36 5.45 1.
150 - - - - 0.93 1.43 2.3t 3.01 6.20 51 - - - -
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 `5:91 - - - - - - - -
200 - -
- -
210 - -
- -
220 - -
- -
230 - -
- -
740 -
- -
250 -
- -
260 - -
- -
270 - l
280
- -
r=
-
�r'
300 - -
1.90
310 - -
1.91
320 - -
2.03
330 - -
7.15
340 - -
2.27
350 - -
2.40
360 - -
2.52
370 - -
2.66
380 - -
2.79
390 - -
2.93
s
1.59
7.44
4.04 6.50 - - - - - - - -
1.74
2.67
4.43 - - - - - - - - - -
1.89
2.91
4.B2 - - - - - - - - -
2.05
3.16
5.24 - - - - - - - - - -
2.22
3.42
5.67• - - - - - - - - - -
2.40
3.69
- - - - - - - - - - - -
2.58
3.97
- - - - - - - - - -• -
2.76
4.25
- - - - - - - - - - - -
2.96 -
4.55-
3.16---4.06
-- -- -- -- -- --
----------------------------------------------
3.36
5.17 l
3.57
5.49
3.79
5.83
4.01
6.17 �
Soil Texture
-
sandy
Sandy loam
Silt loam
4.24 6.52
4t47 6.90 1
4.71
4.95
7.25 1
7.62 i
Silty clay loam
Clay and other soils with
severe problems
5.21 8.01 I
Basic Moist
Inches
Bore
1.0
0.7S
0.5
0.25
0.1
5,46 0.41 : TABLE 2 -- BASIC INTAKE RATES OF SOIL TEXTURAL 1
400
2.12
3.07
5.72
420
2.32
3.36
6.27
440
2.52
3.66
6.93
4LO
2.74
3.97
7.41
4BO
2.96
4.30
B.02
500
3.20
4.64
- -
520
3.44
4.99
- -
540
3.69
5.35
- -
560
3.94
5.72:
- -
5B0
4.21
6.10
-
600
4.48
6.50
- -
620
4.76
6.71
- -
640
5.05
7.33
- -
660
5.35
7.76
-
:nn
r 1r
a ...
- - '
Net
Irrigatior
r
Peak
. Per,
BO
'
-- I
Crop
Climate
Rate
r
Alfalfa, cotton, pasture
Humid
0:20
0.25
r
field corn, sweet corn,
Sub -Humid
0.25
0.31
'
soybeans, sugar beets.
Semi -Arid
0.30
0.'
'
orchards, citrus
Desert
0.35
C
s
Grain sorghum, small grains,
Humid
0.15
r
- -
potatoes, turf grastos,
Sub -Humid
0.20
tomatoos, berries, nursery
Semi -Arid
0.25
'
crops, truck crops
Desert
0.3r
- - 1 TABLE 3 - FEAY, DAILY MOISTURE REDUIREME'

BEFIKELEY PUMPS
_ TYPE 'rB" RATING CURVES
I .� p MOTOR DRIVE
Ei 0
CURVE 4075
DATE 1.-2-86
PAGE 1.07
SUPERSEDES
All previously issued
4075 Curves
r
C.I. P.R. N•. 1.01018 N•en. No. 1.0101fl Nmnlnnl R.P.r. 0Pr00
�mp•11«: A•wbl C.I. P.R.: Na. N10729fl 17/AI�IN•ch. N•. Sp, below m•. 6-9/I6" Ttnscd on FrPsn Wmcr CI) AO" F.
592401(11 U) Mnldmum Working Pressure: 150 PSI
—---- - --_.- ___._. _..__._. __. .v--- -'-- --"- ----- ------- --...- -__...... ._...... 90
N 'S11R
225 H 117._. ---- ------ - -._.. - __.._ --- _...
G rs9 7n�
7/Ifi1 (10 I P1. 1r
IMI'I
1.1.[R
MAGI
- NO.
tIP
7/
U.
i
u
5 -
A167417...11-
7;
M0755JB
S3421
10
M07a99
.S1240
eon
74 P.I F C.I tmlc r
1 i
r
74%
I
r
1751
.116
Il'1
=
I 70%
0
5%
150
t 125I
9
751
a
I I
r1nj
nn
50 100 150 200
750
CAPACITY IN U.S. GALLONS
PER MINUTE
n..."•" 1" .1957, -I, -2 s.mr..n"r C-11888 ba.e 12-7-R7
n A
n«s 7-30-85 MGDEL B I yZT P M
P-.IyRAB

s
Field Calibration Procedures
for Animal Wastewater Application Equipment
AD HOSE AND
CABLE TOW TRAVELER
IRRIGATION SYSTEM
North Carolina Cooperative
Extension Service
North Carolina State University

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE
AND CABLE
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
Land application equipment used on animal production farms must be field
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 irrigatibn 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 continued use, 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-
lion 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 minimise 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
c 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
i 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.
0

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart 3�
Left
Right
Row of
8 7 6 5 4 3
2 1
1 2 3 4 5 6 7 8
collection >
0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0
gauges
Gun
cart
Direction of travel
\
Wetted diameter
(320 feet)
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
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 (Ll, L2, L3, etc; RI, 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.
5. 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.
O

Field Calibration Procedures
for Animal Wastewater Application Equipment
Sum of amounts collected in all gauges
Number of gauges within effective �.vidth
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 =
Re4cart -->
Left
8 7_I6 5 4 3 2 1
0 0 I 0 0 0 0 0 0
Direction of travel I Gun
cart
Lane 1 Lane 2
Left Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
Right I
1 2 3 4 5 6 I7 g Gun
0 0 0 0 0 0 0
I
I
I\ Effective lanes acing
(224 feet
I I
I I
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
cart
y
Effective lanes acing
(224 feet
CALIBRATION PROCEDURES (continued)
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.
Aver,7ge application 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)
a

ELER
ivlS
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:
Average depth (#9) — Average deviation (#11)
U = X 100
Average depth (#9)
15. 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 percen?of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Taper Bore
Nozzle Dia. 0.9 inch Pressure (Gun) 70 12Si Reel 105 psi
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197 GPM
Hose Size: Length 800 ft Diameter 3 in
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

:r.-`III .!1L•1 -.r.,.'.i,
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
IRS 90 .50 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 150 .13
*Absolute value; treat ail values as positive.
I. 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 = X 100 = 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 GPM
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
Distance traveled (ft)
k. Average travel speed =
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
(j) -
(m)
— X 100 =
LiM 1
lane 2
en ngnt
B) 6 5 4 3 2 1 1 2 3 4 5 6 2 B
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I test agnt
6 216 5 4 3 2 1 1 2 3 4 5 6 12 B ort 1
0 0 0 0 0 O 0 0 O O O O O O O
I � I
\ I
I y I 1
1 Fltecirve 41 t ti g
1 is (zz. trrt)'
kwR20�z2ii�e'U � 1
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 U. is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

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
12
L3
L4
L5
L6 _
L7
L8
L9
L10
RI
R2
R3
R4
R5
R6
R7
R8
R9
RI
'Absolute value;
treat aJl values as positive.
Reel can
—�
Left Right
Row of
8 7 6
5 4 3 2 1 1 2 3 4 5
6 7 8
collection —
a 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 o A
gauges
Gun
can
Direction of travel
\
�—
Wetted diameter.
(320 feet)
At least one wetted
diameter end of field
v

PRICE QUOTATION
2800
TOM CROCKETT IRRIGATION, INC.
751 E_ MAIN ST. • P. O. BOX 390
WILLIAMSTON, NC 27892
(OR 792-3121
252
CARL KIRIY
1775 ANTIOCH Jell
PIKEVILLE NC 27863
L. _
Here Is our quotation on the goods named, subject to the conditions noted:
J
Pt EASE INDICATE THUS
NUMDEn WNENORDEniND
DATE
2/8/2000
YOUn INOUInY DAT FIT
rnOPOSED SHIPPING DATE
TENMS EOe
NET 30 SHIPPING POINT
USDA-NRCS AGENT: GROVER HOOD
TO HE S1 UPPED VIA
r•rD hn
Coll
�( IN17I1It tNS- I hn plir;rs and Irrms on Iles goolaliorl are not suhincr to verhol rhanges or other egrepmwnfs unless npprovpd in wriffng by the I tome Office of flip SelfPr. AIr quotations
nl rrf aqi mmm�ls me r'PnM loPnt Ilfrnlr SIIikPs' acridnfrfs: fires. nvafinhilify of ❑lalerfafs and riff offler Causes beyond our controlprices are based On costs and conditions eKiSlirrg all date
of qw�L Jhm nnA nor,si,hind In Change for rho Sp"Pr before final accnplance.
1 H (tngraphiCal :aril sferR+graphiC Plro�s slrhiPCl to CTnPClion. Purchn5ar agrees fo accept eiihpr overage or ,shorfagn not in excess often percent to be Charged for pro cafe.
Pilot ^rr ac=urnP5 linhddl for patent and copyright inlrirrgpmplrf wM1nn pnuds are made to. rurchasor ;s sppciliralions. iMlpn quolalton specifies material to 6e fvmishedby the purchaser,
nnlplo aflowal lrP nil!^f hP aradP for reacormivo spoifagP and material must he of suitable qualify to /aGilitalP Ptfipnnl production.
Cenditinnsnot-pPCifically.U,alpollnlPill shall trP QoVPIllpd by PSr.'rt>IISIIPd tfadecUsloTs. Tends Inconsistent with those stated hefelll Which niay appear on Purchasers fnralal
tied r will not hP pending bn lire Seller.
— F�;IGE AMOUNT
[TUTI-.l�nratlty __ oescnrrnoN __
221001
2
Z
2
2
2
1
2
2
2
4" PR-160 PVC pipe
4" check valves
4" CL-200 PVC Lee
4" CL 200 34" PVC elbow
4" CL-200 900 elbows
4" epoxy -coated ground entries, flanged
4 x 4 x 4 x 42" hydrants w/2" NIA
4 x 4 x 4 x 42" hydrants'
4" PVC end cap
AV-200 air vents
3" tri-action valves
4" Rine, Lock valve el -bow
4" undergromd gate valves
InstallaLion Of -PVC pipe less concrete and thrust blocking
srp 257 Pise rAx PPP .5t Po
QUOTE VALID FOR
DAYS.
ON
1.00
194.40
16.76
1.6.76
225.00
138.56
102.40
33.85
175.00
142.39
$2,200.00
388.80
23.79
33.52
33.52
450.00
277.12
204.80
4.30
67.70
350.00
61.76
284.78
,380.09
2 420.00
6,800.09
PRESTON l: PARKFR.7 JR. (VERN)
Elm

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
Michael Kirby
B&P Pig Farm
1498 Antioch Rd
Pikeville NC 27863
Farm Number: 96 - 56
Dear Michael Kirby:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
OU 2 5 2000
- da _ Wt,R0 -
You are hereby notified that B&P Pig Farm, 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].
cerely,
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

wftu
NORTH CAROLINA DEPARTMENT OF
t0a ENVIRONMENT AND NATURAL RESOURCES
NCDENRDIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
October 17, 2000
-LAMES B. HUNT JR.
GOVERNOR
Mr. Mike Kirbv
B&P Pig Farm
1498 Antioch Road
BILL HOLMAN
Pikeville, North Carolina 27863
SECRETARY
Re: Wettable Acres Determination
Status & Notification
Facility No. 96-56
KERR T. STEVENS
\I Bayne County
V�' 1.
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 Hardison
Environmental Specialist
Cc: Sonya Avant, Compliance Group
Wayne County SWCD Office
George Pettus, Goldsboro Milling
_� a O — 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

rZ
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. Michael Kirby
B & P Pig Farm
1498 Antioch Road
Pikeville, NC 27863
AM41
NCDENR
Nc R-r" C c>LINA E>EPARTMENT OF
ENVIRONMENT ANr> NATURAL RESOURCES
SUBJECT: Animal Feedlot Operation Compliance Inspection
B & P Pig Farm
Facility No. 96 -56
Wayne County
Dear Mr. 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 farm has a Certified Animal Waste Management
Plan (CAWMP); (2) the farm is complying with requirements of the State Rules 15 NCAC 211_0217, Senate
Bill 1217, and the Certified Anal Waste Management Plan; (3) the farm operation's waste management_ _
system is being operated properly under the direction of a Certified Operator, (4) the required records are
being kept; (5) there are no signs of seepage, erosion, and/or rung
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 need
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,
AZ
3
Dap a B. Cullom
Environmental Specialist H
cc: George Pettus, Goldsboro Hog Farms
Wayne County SWCD Office
,/ WaRO
943 Washington Square Mall, Washington, North Carolina 27889
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

r
19 tcoutme p (_,omplamt p rorlow-up of uwt1 inspection p hollow -up of USWC review p Other
Facility Number I)ate of Inspection
Time of Inspecti6n24 hr. (hh:mm)
p Permitted E Certified p Conditionally Certified p Registered 113 Not Operationa Date Last Operated:
Farm Name: &&.P..Pig.Farm.._..............................................--.......................................-. County: Wayne WaRO
OwnerName: Michael ................................. Kirby .......................................................... Phone No: .734=46.40......................... ........................... ................
Facility Contact: Michael -Kirby ................................................Title: owaer........................ .......... ._............. Phone No:...................... ........... __.........
Mailing Address:.149.8.Autiach.Rd.................................................................................. Pikp-yillr-..NC .......................................................... 27863...............
Onsite Representative: Carl.Kirby,.Gearge.Pettus.................................................. Integrator:.Goldsboro..Hog.Farms............ ...........................
Certified Operator: Mchad.E............................ Kirby ................................................. Operator Certification Number: 194118 ........... ..................
Location of Farm:
Latitude Longitude ©•
Swine Capacity Population
® Wean to Feeder
❑ Feeder to k mis
❑ Farrow to Wean
❑ Farrow to Fee er
❑ Farrow to Finish
❑ Gilts
❑ Boars
1
r
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
❑ ayer ❑ airy
❑ Non -Layer I 1❑ Non -Dairy
❑ Other
Total Design Capacity 3,200
-- Total SSLW 96,000
Number of Lagoons ❑ Subsurface D JE3LagoonArea JE3 Spray Held Area
Holding Ponds / Solid Traps F07_oF,_qu_7Vaste Management System
Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ® No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway [3 Yes ❑ No
Identifier:
Structure 1 Structure 2 Structure 3
Freeboard (inches): ...............a6................
Structure 4 Structure 5
Structure 6
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

r
e
act tty um er: 96-56 Date 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
8.
Does any part of the waste management system other than waste structures require maintenance/improvement?
❑ Yes
N No
9.
Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
❑ Yes
N No
Waste Application
10.
Are there any buffers that need maintenance/improvement?
❑ Yes
® No
11.
Is there evidence of over application? ❑ Excessive Ponding p PAN
❑ Yes
®No
12.
Crop type Coastal Bermuda (Hay) Com, Soybeans, Wheat Small Grain
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
R No
b) Does the facility need a wettable acre determination?
❑ Yes
❑ No
c) This facility is pended for a wettable acre determination?
N 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
18.
Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
❑ Yes
N 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
N No
21.
Did the facility fail to have a actively certified operator -in charge?
p 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
®No
24.
Does facility require a follow-up visit by same agency?
❑ Yes
®No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes ® No

3/23/99
Facility Number: 96-56 Date 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 ® 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?
p Yes
® No
32.
Do the flush tanks lack a submerged fill pipe or a permanent/temporary cover?
❑ Yes
® No
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