310439_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee,
1. Farm Number: 31-0439
Certificate Of Coverage Number: AWS310439
2. Facility Name: Scott Rivenbark Farm
3. Landowner's Name (same as on the Waste Management Plan): Scott Rivenbark
4. Landowner's Mailing Address: 281 Jack Dail Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-7997 Ext. E-mail:
5. Facility's Physical Address: 281 Jack Dail Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Fann Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Prestage Farms Inc
10. Operator Name (OIC): Scott Rivenbark Phone No.: 910-285-3504 OIC #: 20122
11.
Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Allowable Count
Swine - Feeder to Finish 1,860
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LAGOON #1
`O /6943
c6
3 4 #1/ 08 d
f 2 f O o
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal®a ncdenr.gov

I attest that this application 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.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
l0Gtoltrr�—
Name: r�� �''� F t �(� „�,U �-/'�i Title:
Signature: ,//..t j Date: 3 -.2-.1 -pi
i
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Primary Secondary
El CI
EJEI
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionoof the State Veterinarian, wouldmake possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the .State
Veterinarian.
• Burial must betdone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
3—a9—f�
Date
3-o t -/'
Signature of Tfinical Specialist Date

FROM : PGR I MEMT XI V I CES I MC
FAX NO. :12525682750 Nov. 04 2014 01: 57PM P2
Nutrient Management Plan For Animal Waste Utilization
11-04-2014
This plan has been prepared for:
Scott Rivenhark
Scott Rivenbark
281 Jack Dad Road
Wallace, NC 28466
[phone]
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agrtment Services, Inc.
PO Box 106
Beulavilla, NC 28518
252-56
41110
loper Signature
Type of Plan: Nitrogen Only with Manure Only
OwnerlManageriProducer 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)
_11/cfp�
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the US. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved B
ethnical Specialist Signature Date
684538 Database Version 4.1 Date Printed: 11-04-2014 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.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1,724,220 gals/year by a 1,860
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3108
Incorporated
3730
Injected
3730
Irrigated
3108
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,108
4045
-937
2,244,026
-519,806
Year 2
3,108
4518
-1,410
2,506,659
-782,439
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
684538 Database Version 4.1 Date Printed: 11-04-2014 Source 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 avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7240
6(12)
3.06
3.06
N/A
Woodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Double Crop
29 bu.
7240
6(13)
2.87
2.87
N/A
Woodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Double Crop
29 bu.
7284
2(3)
2.00
2.00
N/A
Woodington
Fescue Pasture
4.0 Tons
7284
3(4)
2.87
2.87
N/A
Woodington
Fescue Pasture
4.0 Tons
7284
3(5)
2.87
2.87
N/A
Woodington
Fescue Pasture
4.0 Tons
7284
3(6)
2.49
2.49
N/A
Woodington
Fescue Pasture
4.0 Tons
7284
3(7)
2.87
2.87
N/A
Woodington
Fescue Pasture
4.0 Tons
7284
4(8)
1.07
1.07
N/A
Woodington
Fescue Pasture
4.0 Tons
7284
5(10)
1.31
1.31
N/A
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Double Crop
29 bu.
7284
5(11)
2.78
2.78
N/A
Woodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Double Crop
29 bu.
7284
5(9)
1.28
1.28
N/A
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Double Crop
29 bu.
8427
1(1)
3.07
3.07
N/A
Woodington
Fescue Pasture
4.0 Tons
8427
1(2)
3.00
3.00
N/A
Woodington
Fescue Pasture
4.0 Tons
PLAN TOTALS:
684538
31.54 31.54
Database Version 4.1 Date Printed 11/4/2014
NOTE: Symbol * means user entered data.
PCS Page 1 of 2

LI
Potential Leaching " '
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<__ 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
•
684538
Database Version 4.1 Date Printed 11/4/2014
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apple.
Pericd
Nitrcgen
PA
Nutrient
Req'd
(lbs/A)
Cc nm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7240
6(12)
S7
Woodington
3.06
3.06
Corn, Grain
110 bu.
2/15-6/30
*105
0
20
lrrig.
85
47.16
0.00
144.30
0.00
7240
6(12)
S7
Woodington
3.06
3.06
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
93.37
0.00
7240
6(13)
S7
Woodington
2.87
2.87
Com, Grain
110 bu.
2/15-6/30
*105
0
20
Irrig.
85
47.16
0.00
135.34
0.00
7240
6(13)
S7
Woodington
2.87
2.87
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
87.57
0.00
7284
2(3)
S7
Woodington
2.00
2.00
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
144.24
0.00
7284
3(4)
S7
Woodington
2.87
2.87
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
206.99
0.00
7284
3(5)
S7
Woodington
2.87
2.87
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
206.99
0.00
7284
3(6)
S7
Woodington
2.49
2.49
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
179.58
0.00
7284
3(7)
S7
Woodington
2.87
2.87
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
206.99
0.00
7284
4(8)
S7
Woodington
1.07
1.07
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
77.17
0.00
7284
5(10)
S7
Woodington
1.31
1.31
Com, Grain
110 bu.
2/15-6/30
*105
0
20
Irrig.
85
47.16
0.00
61.78
0.00
7284
5(10)
S7
Woodington
1.31
1.31
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
39.97
0.00
7284
5(11)
S7
Woodington
2.78
2.78
Corn, Grain
110 bu.
2/15-6/30
*105
0
20
Irrig.
85
47.16
0.00
131.09
0.00
7284
5(11)
S7
Woodington
2.78
2.78
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
84.83
0.00
7284
5(9)
S7
Woodington
1.28
1.28
Com, Grain
110 bu.
2/15-6/30
*105
0
20
Irrig,
85
47.16
0.00
60.36
0.00
7284
5(9)
S7
Woodington
1.28
1.28
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
39.06
0.00
Preview Database Version 4.1
Date Printed: 11/4/2014
L
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
Regd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Metlbd
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
1
N
1000
gal/A
Tons
1000 gals
tons
8427
1(1)
S7
Woodington
3.07
3.07
Fescue Pasture
4.0Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
221.41
0.00
8427
1(2)
57
Woodington
3.00
3.00
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
lrrig.
130
72.12,
0.00
216.36
0.00
Total Applied, 1000 gallons
2,337.40
Total Produced, 1000 gallons
1,724.22
Balance, 1000 gallons
-613.1 S
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
Preview Database Version 4.1 Date Printed: 11/4/2014
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
Regd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7240
6(12)
S7
Woodington
3.06
3.06
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
93.37
0.00
7240
6(12)
S7
Woodington
3.06
3.06
Soybeans, Double Crop
29 bu.
4/1-9/15
*112
0
0
Irrig.
112
62.14
0.00
190.13
0.00
7240
6(13)
S7
Woodington
2.87
2.87
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
87.57
0.00
7240
6(13)
S7
Woodington
2.87
2.87
Soybeans, Double Crop
29 bu.
4/1-9/15
*112
0
0
lrrig.
112
62.14
0.00
178.33
0.00
7284
2(3)
S7
Woodington
2.00
2.00
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
144.24
0.00
7284
3(4)
S7
Woodington
2.87
2.87
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
206.99
0.00
7284
3(5)
S7
Woodington
2.87
2.87
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
206.99
0.00
7284
3(6)
S7
Woodington
2.49
2.49
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
179.58
0.00
7284
3(7)
S7
Woodington
2.87
2.87
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
206.99
0.00
7284
4(8)
S7
Woodington
1.07
1.07
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
77.17
0.00
7284
5(10)
S7
Woodington
1.31
1.31
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
39.97
0.00
7284
5(10)
S7
Woodington
1.31
1.31
Soybeans, Double Crop
29 bu.
4/1-9/15
*112
0
0
Irrig.
112
62.14
0.00
81.40
0.00
7284
5(11)
S7
Woodington
2.78
2.78
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
Irrig.
55
30.51
0.00
84.83
0.00
7284
5(11)
S7
Woodington
2.78
2.78
Soybeans, Double Crop
29 bu.
4/1-9/15
*112
0
0
Irrig.
112
62.14
0.00
172.74
0.00
7284
5(9)
S7
Woodington
1.28
1.28
Wheat, Grain
50 bu.
9/1-4/30
*110
0
0
lrrig.
55
30.51
0.00
39.06
0.00
7284
5(9)
S7
Woodington
1.28
1.28
Soybeans, Double Crop
29 bu.
4/1-9/15
*112
0
0
Irrig.
112
62.14
0.00
79.53
0.00
8427
1(1)
S7
Woodington
3.07
3.07
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
221.41
0.00
8427
1(2)
S7
Woodington
3.00
3.00
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
72.12
0.00
216.36
0.00
Preview Database Version 4.1
Date Printed: 11/4/2014
WUT Page 3 of 4

Waste Utilization Table
Year 2
"Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYI,
Applic.
I'crwki
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cc nm
Fen,
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
2,506.66
Total Produced, 1000 gallons
1,724.22
Balance, 1000 gallons
-782.44
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
Preview Database Version 4.1 Date Printed: 11/4/2014 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)
7240
6(12)
Woodington
0.40
1.0
7240
6(13)
Woodington
0.40
1.0
7284
2(3)
Woodington
0.40
1.0
7284
3(4)
Woodington
0.40
1.0
7284
3(5)
Woodington
0.40
1.0
7284
3(6)
Woodington
0.40
1.0
7284
3(7)
Woodington
0.40
1.0
7284
4(8)
Woodington
0.40
1.0
7284
5(10)
Woodington
0.40
1.0
7284
5(11)
Woodington
0.40
1.0
7284
5(9)
Woodington
0.40
1.0
8427
1(1)
Woodington
0.40
1.0
8427
1(2)
Woodington
0.40
1.0
684538 Database Version 4.1 Date Printed 11/4/2014
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
14.69
20.89
41.79
62.68
Hay 6 ton R.Y.E.
'Soybean 40 bu
300
29.38
10.45
20.89
31.34
160
15.67
19.59
39.18
58.76
684538 Database Version 4.1 Date Printed: 11-04-2014 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.
ailable Waste
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
151
1
2
176
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
164
1
9
176
1
10
180
1
11
180
1
12
175
2
1
174
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
164
2
11
165
2
12
149
* Available Storage Capacity is calculated as of the end of each month.
684538 Database Version 4.1 Date Printed: 11-04-2014 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).
684538 Database Version 4.1 Date Printed: 11/4/2014 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.
684538 Database Version 4.1 Date Printed: 11/4/2014 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
684538 Database Version 4.1 Date Printed: 11/4/2014 Specification Page 3

rw\
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.
684538 Database Version 4.1 ' Date Printed: 11/4/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): 5(10), 5(11), 5(9), 6(12), 6(13)
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 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): 5(10), 5(11), 5(9), 6(12), 6(13)
Double -Crop Soybeans, Coastal Plain: Mineral Soil, non -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.
684538 Database Version 4.1 Date Printed: 11-04-2014 Crop Note Page 1 of 2

The following crop note applies to field(s): 1(1), 1(2), 2(3), 3(4), 3(5), 3(6), 3(7), 4(8)
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 5(10), 5(11), 5(9), 6(12), 6(13)
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
684538 Database Version 4.1 Date Printed: 11-04-2014 Crop Note Page 2 of 2

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: i�9e� /,'G e/./6
Address: !! �R`1 a— - Pc L /Q.oet-cf
e, 114 C.
Telephone:
TABLE 1 - Field Specifications
County: a,
Date:
EX! [[BIT D-I
er/L/'Ty /4 3i— 93?
Fleldl
Number
Approximate
Maximum
Useable Size
of Fleld2
(acres)
Soil Type
Slope
(%)
•,
Crop(!)
Maximum
Application
Rate3
(tnlhr)
Maximum
Application
per Irrigation
Cycle3
(Inches)
Comments
l'
G, 0 7
n - v
s (4..e
• 3G
. y-
2-
7,a•
0-2
Fe sap
•3G
e>—
3
0, /0
0 —i —
/tea S Ca- -e
• 3 G
• S—
,~'
'- z
aror/1%zi-7 la ewiri
c 36
1. Q
,", f 3o
- L
C�„e/, , ,.,_
. 3 G
b c
--?/.
Mt <71
1See attached map. ✓
2Tota1 field acreage minus required buffer areas.
3Refer 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.
NRCS, NC
JUNE, 1996

0.Cr/4' S ar V0 3 `?,') ,72; �ee>-r--- u• 7,y�GL.✓. T 4'i'%`-c•:-el- Qe � ey /33o7 '/.3
TABLE 2 - Traveling Irrigation Gun Settings
hlukc. ,Mork! and 7.t7,r of Equipment
�m-
3/- y37
Lane
Spacing
°.o
Spacing
Field No'
&
Ft. per
flour
Travel
Speed
Stop
Find
Start
End
App
Kate
Travel Lane
Wetted
Dia.
Equipment Settings
Comments
Total
Acres
1 fydrant
. No' .
ft/min
Wetted
Acres
\Vetted
Acres
in/hr
1 Ik.ii,e
Width
1 n«.ti,,•
Length
fi
No$Y.IC
Dia
(iun
Pressure
Reel
Pressure
Arc
Pattern'.
if
• '73,0
f / iil :
//S.
/, 7
©
•30
'34•
/37
G`ly
,711
157
Gc
/13
--/,o
/37,yo,6--= ,77
3, 07
S„-�1-0
/7Sa
tl-a-
//5
lr 17
0
4-3
• ,G�
/R7
G4/s'
q y.v
,4'7
Go
//3
"�3 ��_/5�7x/vs
:4,7.7
3,o
G.o`
'
ikg- H-3
//
/' 7
0
,30
,3 ..
%S"7"
39 5
�y0
47
Jo
1/3
3D o/$v
1$7x 3% = /,70
p,o
o,a
/Gv
•G7
f 3 i/,1 / 3 h V-r 3 I O •30 ... 17 3,G 6 ' Pyv
/67 /13
-s`v rC:
173,1x/,ys = 2,>-7
2•37
lo
65 / =, -3 I D ,3o •,Go J_73,G G /fr g-yu ,G7 G0 1/3 3�/S'o /73,GxLys'= -' 7 .7,87
/6o
Ih
- 1-22 0 lb d 1` -73�-36'3�8� v-yo . t 2 G J 11 'a v i t (36 3 'i t'
It G i"��'3/ . G 3 1$0 , �3.� X2�z = r, �� yy
/o
r-) 13g ' 1 0 ,3o 4 , Go /73, l 645 �y0 •47 G0 //3 36a!$, 173,GxGv5": ,-,y7 2-,57 //, lG
S,'.r-72
,7S1047
# q its HT ii ?7 .o g3v •3y, Gv 1 R7 /So P,yo ,G7 GU //3 3°° 18v 1 �7x Igo_ 77 /,071 /67
/Gv
67 9v
• i- P9 138- ,31. •3v •. .Gv /e3.t a-ys-- A-yv .G7 G0 113 -3°° !$o 173.Gx;v>�= •7 /'S
/Gv1
P!o 13F X,31 0 .30 t ,0 160 ' p_75-- a.yd ,67 Go r13 l°13 /G,Q /^-75=1.01. 113/
`/GU
)1 d•- 1y13,G 1yv.-IS5
x'Z = •77/
P 11 11,<I) 0 •P-(' •3 ,Gv �L/0 ,G7 Gv /13 3('V 0
I73,
51ci3
/0
G7 90
3Ge 1Sv
#G Ply- 13S g,31 $ 19 ,3o G. Go 173,G Gyti 2-' 4/0 •G7 G0 113
/73,Cx Girr- ae 7 3,U/o
1GU
4-
P r3
13q �,31
,
0 ,30 ,› ,do /73,G Gwh 2-Vo ,67 Go //3 `3"`l !g0
123,1K LYS-_;07 A'37
Z, LAN
See attached map provided by the S\VCI) Field Orrice for field location( si.
Show separate entries for each hydrant location in each field.
' Use the folexn tng abbreviations for various arc patters: Ft Ii e.1 IL) ( u
May also use decree of are in decrees.
.anersI. 11 (1‘,tt third.. 11 (hall circle). 1 rotir third). Q (tine garter).
•

k
0

t

Minimum Distance Requirements for Land Application of Liquid Animal Waste
Date Operation Sited
(or) Present Treatment Wells
Facility installed
Perennial
Waters
Dwelling
(other than owned
by producer)
Property Boundary of .
Occupied Residence
Prior to Feb, 1, 1993
100 ft
As of Feb.1, 1993
(passage of .0200 Regulations)
100 ft
•
25 ft
w/veg
cover
200 ft
As of Oct. 1, 1995
(passage of S.B. 1080)
100 fL-
50 ft
As of Oct. :1, :199G
(passage of S.B. 1217)
200 tit
50 ft
As of Aug. 27, 1997
(passage of S.B. 515)
100 ft
50 ft
200 ft
50 ft
100 ft
75 ft
200 ft
75 ft
This table is intended to assist in determing the minimum
set back distances allowed for land application of swine
waste at the time an operation was originally sited or
expanded.
Existing waste utilization plans may be amended without
changing set back distances on fields that were in the
original plan. Fields in the amended W.U.I. that are
not in the original plan must adhere to rules governing
set back distances...at the time the plan is amended.

(egw
lG5 e,'
wa ,/ ' L".,
a- %p-/ ; .'-g FA_ a-
Sg 4 ar , 557 %2ti
77,e>— 074' Yo F
Prec 9won/
9[3> i'
Avr-
)( (9
36 %7-- u'
-3
30
"
�ri�� 1e i oi'S)
peel ' A to 5 Gj = it124 2c- rn- /
5 / = /too `7 > Il S`-
/' 7 >e • 5 U
S� r /,CD5 C /15
/60 r"� , 51
53 = /,(os—..'!7-
_r
193', C r 5-0
/Sk/ >"7
a'o
7A, 5V
/, Z , 3i Z1---
z /If 7 F-VAii. // r/
a-L- . / 3 E
r. 5-5- ieTAti. �iz--
�, y 3 f-,;/y,
/ V? /7-/Z---

(/.eLoct i3/ i ,
?7 0
17= i yo FX 1 / 4 yG / fr/
•
ffF 6-757))
•
It&ip y
►1 •�'�
•‘F = /S'7,r $,/a P5r
/6 U
V� ,4'oX//t'T
3`6-
#f -ems Va-
V-y
77g
_.4/JJ
€2,
3 �• ?—
Va..- GI,- -c
i
• ‘ 57
. Sy A-T-
Ly,y
LLI1/
/7?— ; ?-t - c P52-
757, L,',v-e.
"1
rrr/-fr-eh'?-M, 5 e
if y 3 a 4- STD-�-=,-
3 '(✓ f f SC.h-A-)-€ i%a- L -
F77%/17
6.0 PI -
`15%Sa�T"
`r- 70 Fr
/ 73, P-5 Fr
! , v 1-r
C

r . •
•
/
o ,i
rt)--/z fj 7 6Z 1Lv v 9l Yz
2
, 3 2Gyrg
t�pav /�-
Te-e .7 or V, G‘ Fr , 7 P7-7—
pet., , _ A, aET= ;-i /3F
f, fee- - •_
r. ) - g - •-•;
3a .- 8 - - • = 5-4/ Fee T-
;x 70 7

a
6-71, fiii e/ `L L l� e
i
Giza,/ /a cue?Le,- Ili P_
p
I` aA.r��)--
n.-eSreY✓a-6/11.,› T
�_, 5; ©?e z -e-,.G1,nt e.7 / S ,.- % .ti y
; • f ✓./_G� - ,9 a.,;•%-- , / % i01t/ / S 67...,
` - /'? ./ ,'%; ? ? IL
/
-t? 67-ee---/1.-- . /f/-eY- r- GGS-e_ /2--e 5 5 ✓ r -e sT
r/ S �Cc. /-/' • ice- -
s ATcei c
- 1;7 rz-z- -e
/i✓l/�se ,
i
cU�'�J��" Gtj on true T' /� --✓S ` -
�� //G� /•✓ � �(�/ O /'✓v� /f/� / /"G y Fes"./ �/l/ l �"� ! err.- �ti/ L�
Le4 / lc.ivvl !� ���}-/a✓-� /G��
06wfr -e-/-- Gtgn. - i,,l�-� ,�i `w -.� �- 07V / air
ph.e4_ 13 - TT -(. V
,00d 5.0 /515
v

I./ Fr 'rsLeee e
Cgoyfr
-auk- L cv e 6-- •
If
1
D,'r.L 7 -0% ,= / riCca t-e

SERIES 3 0 0
DEERS
PERFORMANCE DATA
Rated Gross Power
Peak Torque
Fuel Economy
(BSFC)
Continuous Raring
80bhp (60 kW) @ 2,500 rpm
195 lb-fr (265 Nm) @ 1,400 rpm
0.370 lb/hp hr (225 g/kWh) @ 2,200 rpm
Gross Power 71 bhp (53 kW) @ 2,500 rpm
Peak Torque 176 lb-ft (239 Nm) @ 1,400 rpm
Fuel Economy
(BSFC) 0.363 lb/hp hr (221 g/kWh) @ 2,200 rpm
RATED BHP is the power rating for variable speed and load
applications where Full power is required intermittently.
CONTINUOUS BHP is the power raring for applications
operating under a constant load and speed for long periods of time.
POWER OUTPUT is within + or - 5% at standard SAE J 1995
and ISO 3046.
4039D
SPECIFICATIONS
PERFORMANCE CURVE
L000 L200 1.400 1.500 1.800 2.000 2.200 2.400
Eryme Speed — rpm
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT.
1Gn Uri t9't Vrag.ClUf.C.
ISO 9000
REGISTERED

DIMENSIONS:
20.4 in.
(519 mm)
Width
33.2 in.
(844 mm)
Length
32.2 in.
(818 mm)
Height
GENERAL DATA
Model 4039D
Number of Cylinders 4
Displacement 3.9 L (239 cu. in.)
Bore and Stroke 4.19 in. x 4.33 in. (106 mm x 110 mm)
AP4piration Natural
:gine Type In -line, 4-cycle
Compression Ratio 17.8:1
Length 33.2 in. (844 mm)
Width 20.4 in. (519 mm)
Height 32.2 in. (818 mm)
Weight (dry) 815 Ib. (370 kg)
FEATURES AND BENEFITS
Rugged one-piece cast-iron block
• Generous internal webbing provides sturdy engine structure.
• Crankshaft supported by five main bearings.
Replaceable wet -type cylinder liners
• Provide excellent heat dissipation.
• Centrifugally cast, precision machined for long life.
Three-ring low -friction pistons
• Cast of high grade aluminum alloy with extensive internal ribbing for
light weight and long life.
• High -ring, low -friction piston design increases fuel economy and
improves cold weather starting.
Free -breathing cross -flow cylinder head
• Provides unrestricted air flow for better operating efficiency.
• Integral intake manifold eliminates gaskets.
• Low heat rejection to coolant.
DEERE
1111111
POWER
DKE4976 Litho in U.S.A. (95-01)
DEERE POWER SYSTEMS
P.O. Box 5100
Waterloo, IA 50704 •
Phone [phone]
FAX [phone]
Contoured valves and valve seats
• Design reduces intake and exhaust restrictions for better breathing.
• Valve rotators ensure constant cleaning of valve seat area for longer
life and cooler operation.
• Valve stems chrome plated for long life.
• Replaceable valve sears.
Forged -steel, dynamically -balanced crankshaft
• Constructed of heat -treated high carbon steel for maximum strength.
• Journal surfaces induction -hardened for significantly increased wear life.
Forged -steel connecting rods
• 45-degree connecting rod/cap joint design allows use of larger
crankshaft connecting rod bearing for increased durability.
Fuel system
• Rotary injection pump with mechanical governor and electric
fuel shut-off solenoid.
• Cam -driven mechanical fuel supply pump.
• Edge -type fuel filters in 9.5 mm injectors effectively prevent nozzle
plugging.
Optional auxiliary drive
• Rated ar 50 hp (35 kW) intermittent.
• SAE A and B flanges available.
Specifications and design subject to change without notice.
JOHN DEERE
INTERCONTINENTAL GmbH
400 19th Street
Moline, Illinois 61265-1388
Phone [phone]
FAX [phone]
DEERE POWER SYSTEMS,
JOHN DEERE ENGINE DIVISION
Usine de Saran
BP 13
45401 Fleury les Aubrais, France
Phone [phone]
FAX [phone]

BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE 4117
DATE - 3_1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
oW
500
0
its
400
x
0
z 300
200
s-
100
0
Cau: Material C. I . Pali. No. H-1863 Mach. No. H-1863
hop.tlar: Material C. I • Pitt. No. L-3001
MAXIMUM WORKING PRESSURE 247 PSI
Mach. No. L-3038 Dla. 13-1/2" FULL
VARIOUS
R.P.M. - Cycles
T.O.S.L for hash water st
sea level 50• F. mu.
1.4.1 Q M-2 0
'
..1...
t
_....:.:.:..._',
•o'/
:
rj
•
•.... ,
1 74
FF•
. 8Ltl•6NGY
s i
.. a
.RP-M..MA.X.IMUM
_
_..,..„
"6,•
;,,..,,, ....
......r................
.. ..... ,..,.4211.W
--eviiiNessizsax
S............:11=tralb....
IIIMMIIWI
A ib''...•
......."',IllprAIVia
.41111111rft"ftlillibl14,‘
lailikil,..
• ••2400
RPM
,n
,�►
ro.
®�
�.:::
., :;
..
. .7._......__
............
__ .......__
...
..2200
-RPM
• .
1111AirrierliNv.-
"
"—
RPM ....
....... ....:_:„Iserammoreetw,
..... .""
.•.7.201x).mi...
•
;,
:6001 y.
•
.,..
�.
.....,
49,c,
•
. •
• :
— , .
_:;:..............t..........._........_..1........_............1
•
r:....
.r........t
_
.................................
.... •
1
C-7048 eased oo T-2554
400
500 600 700 800 900 1000 1100 1200
CAPACITY IN U.S. GALLONS PER MINUTE
Supersedes C-7048 Dated 10-27-71
Dal. 3-�9-72 MODEL B 3 J Q B M
30
DSL
W 350
300
z�50
s200
s-
150
100
50
0
Case: Material C. I . Patt. No. H-1939
Impeder: Material C C. I . Patt. No. M-2319
MAXIMUM WORKING PRESSURE 266 PSI
Mach. No. H-1939
Mach. No. M-4821 Dta. 10-7/1651 FULL
VARIOUS R.P.M. - Cycles
T. D.S.L. for fresh water st
sae Ievel00• F. max.
1.4•1 t' M-2 0
839b
FF1CI
MCY'
........
2800, RPM.
.
SW%
. .
f
.
.:.26 :.RPM.
• ..
...
'Aik
�P
t
.
.• •
-
Ailtak.,4111rip%
,4
N
.
..... ...
....
... ....
-
__.._....
7,14,4111r.--
Aki
Alio,
....
l'.
'90
yA ....r............__
_..._._
.. p?..•.�....
._..........__....
t
. 2000i RPM .
•
'
I s to . • .
1.410116:111111111111rdmiTh
art
4 11.110k1
...4
47ir
:
p
gy1-6
....
•
:::...:
.:' :•
:......111001.
RPM .. il
_S0 .
A•
4411110*
Ililiii
• - 643,
.
-
4 ..._.
s .B..._
.«_.....�...
._.�I_..._.....
/...
20 ? I
• .h
OSL':.
:........
'
...:'
..... '.':'..
.:....... ............
200
DSL
c-6695 eased on T-2875
800 900 1000
CAPACITY IN U.S. GALLONS PER MINUTE
supersedes C-6695 Dated 9-3-71
Dat. 3-29-72 MODEL B 4 E Q M

Vet-Tei-- L 1 v L L
o��
(71
1•+ r ,
P0wER UNIT
2 .;Exi A f a-o Fr
r6/
y4ay 1 �0
3 1:r1:(11/u:
?Qv Swc%4/ F,' r y
r,,p; N� • str
Ga�K`r r
Lrvc--
T
ya CG-NIoCk, 'Cuing,.
Pu ne /log k tp de%a,'G A' l T Crfo-i
va,
eke

4' JX `jo°Ell, IL,'ser ricz
5'ko°S/S
r .
_r✓
U
/5
it
" 1,G ScL$o
FA-474. To
5/5 4 N L A 4S ¢-Av f v fi
� J4 jr
iJn 90jl'___ L
11
/11(1/ E _PW--Z-4/7__KILe ex,
DESIGNED BY
WILLIAM B. HALL
rlr242.1?/ L,',i ,�
1#1, 1147 T

Name:
Company:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
e'dz
y
(7/i) -Wa
REQUIRED DOCUMENTATION
EXHIBIT D-5
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
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 and/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-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
i
NOTE: A buffer strip 7-17 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
'E, 1996

.I
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm) •
Operating Pressure at Pump (pal)
l y7
Design Precipitation Rate (Inlhr)
, Wt74
Hose Length (foot) •
1rf°
XXXXXXXX
Type of Speed Compensation
oL •
XXXXXXXX
Pump Type (PTO, Engine, Electric)
MP iP
�,,
Pump Power Requirement (hp)
�' r S
TABLE 5 - Thrust Block Specifications'
Designer may,provide thrust block details on separate sheet.
LOCATION
TIIRUST BLOCK
AREA (sq. ft.)
9V Bend
7., 66 er 't--
Dead End I
�s /3 f/-•'Z
Tee '
h $7F7-1—
•
See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
1.
Irrigatl parameters
elc(615 )95
USDA-NRIT
North Cat

IPS Pressure -Rated
PVC Pipe
ASTM D-2241
SDR-13.5 (315 PSI)
SDR-21 (200 PSI)
SDR -26 (160 PSI)
SDR-32.5 (125 PSI)
SDR-41 (100 PSI)
SPECIFICATIONS DATA
PRODUCT DESCRIPTION
Diamond IPS pressure -rated PVC pipe (2"
through 12") is made of compounds conforming
to material requirements of ASTM D2241 in
accordance with ASTM D1784. The pipe sizes
(4" through 12") are made with an integral
bell which utilizes a gasket for sealing in
accordance with the requirements of ASTM
F477. Integral sockets for solvent cementing
meet the requirements set forth in ASTM
D2672.
r+ 0iamond IPS pressure -rated PVC pipe meets all
.he dimensional, chemical, and physical
requirements as outlined in ASTM D2241.
Each male end shall be beveled to facilitate
joining and reference marked for assuring
proper depth of insertion. Diamond furnished
lubricant is to be used in the joining process.
Diamond IPS pressure -rated pipe is supplied in
20-foot lengths.
PHYSICAL PROPERTIES
PROPERTIES OF PVC 12454-B (1120)
Property
Specific Gravity
Tensile Strength, psi
Tensile Modulus, psi
IZOD Impact Strength,
ft., lb./in.
ASTM
Test
0 792
D 638
D 638
D 256
Minimum
1.40
7,000
400,000
.65
CHEMICAL RESISTANCE
ASTM TEST
93.0% Sulfuric Acid, D 543
14 Days Flotation at
55 + or —29 C
Change in.Weight, % —0.1 + 5.0
Change in Flex Strength, % —25.0 to + 5.0
ASTM Oil No. 3, 30 Day
Immersion at 23° C
Change in Weight, % —1.0 to 1.0
Mlnlmum
Curve Radii
of Pipe
13

Stock Nominal Weight Outside
Q
DIAMOND PLASTICS
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Size Y - t 100 it. Di mete 1 I knil inside Pieces Per
N.�.. 'zi T.�.
Wa
Diameter Feet ��-r,s Bundle Per Feet
_ .�:- {: `; SDR Bundle Per
MM 6 , `'?.:- 1 . ;;, 4.500 - 4 .110100 PSI
M 8..2..6,0 6.625 2 4.280 63
:: • 33.73 •30' 8.625 .210 6.301 2.8/35/32/40
M 10" : ':.. 8T.0:0;4. 10.750 8.205
M 12" 1319..oD.12 7 .262 10.226 12
1S/10
: 50 .311 12.128 /
�,6/8
r�
M 6"
4 " 4 SDR 32.5 125 PSI
M 8" 6.625 .204
63
.331
M 10"
'4=` . ;b: 8.625 6.217 28/35 1,260
�a�� 10.750 265 8. 095./32/40 560/700 20, 160
M 12"1b26 Opp' 12.? .392 10.088 15/1012 300/200/800 4.400
50 . . mac-u,•11.966 240
:�� 6/8 120/1602,880
.375 .091
M 2 ',,1. r .� a. 2SDR 26 160 PSI 2,240
M�`�? 3.500 2.193
4.. �,135 204
4,080
M 6.,i�`' , 4.500 .173 4.154 .230 88 1, 760 65, 280
M 8M lk ..�r7.s .•/ a 8.625 .332 6.11563 1,260
28, 160
M 10 "''` ""`y 10.750 .413 7.961 28/35/32/40/10560/700/640/80Q 20,160
12" ::.. 8,400
R • `.�: 12.75p 9.924 300/200
'• t.•=`A _ 12 240 4, 400
490 11.77p
:. ..,ti".'. 6/8 2.240
120/1602,880
M 3 "11.01)�: SDR ' 21 200 PSI
M ;I•s �'� 3.500 113 2.149
204
M 4 � ��"�'`i�-�•�".��c 4.500 •�167 3 .
4, 080
6" :.,,, ....c4 �".'• .214 166 88 65,160
M r� j,.' t i:_' 6.625 4. 072 63 1, 760 28
1,260
M 1p.. i. k�u�ryi: 8.625 .410 7.805 5.993 28/35/32/40 560/700/640/800 20,160
10.750 15/10 8,400
M 12" .1.;•• 6', .606 9.728 12 300/200 4
.N11.538 240
6/8 120/160
Prices are subject tc, a firm policy2 • : 0
Possession subject
this of "price in effect at time
'Freight of this page oo cauprice list does not constitute n offer to sell.
regular purchase."
All prices F.0.13. manufacturing locment may reduce maximum footage
L = normal stock item at g location. 8 per truckload.
M =normal stock ire Lubbock, Texas
m at Macon, Georgia
Joints �-,,=
C'uart of Lubricant
(Furnished)
4" 85
6" 60
8 45 Additional Lubricant
10" 35
12'"'
15"
15 12 Qt. per case :.vi::.,_;�..:
18" 12 4 Gal.6.00.gt. .
21" 10 per case 15.00 gal:..
'4 8
27 " 5
1,260
560/700/640/800
300/200
240 .
120/160
20,160
8,400
4,400
2,880
2,240

INSTALLATION
00
'fond Agricultural PVC Pipe should be assembled and
i.._.alled with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487 and ASTM D2488.
*re assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make certian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY ()R RELATIVE DENSITY'
FOR GRANULAR MATERIALS IN PARENTHESIS••
CLASS OF EMBEDMENT
I
II
111
IV
MATERIAL DESCRIPTION
Manufactured
Conan
Masansls
Sant and Gravel
Suds • Clean
Mead • Grain
Suds
Fine Gram
Sod.
Opesmum mni.ture.untem range
brae 4 of try weight
U.I _
9.1)1
h. W1
Sint Cnn .dIdatt n Method
4 ut (recur tie Retsina Density Range
Compact by po.er urnper
se ralaner
'lS• I1X1
17S•111))
95.1171)
,80•IWI
9S• 11X1
.X1.1121
Densely by pharubk
•dhratsrs
W).9S
tfi).7S)
70.93
IIANH
lit)'IS
7S•4)
Consolidate by suununn
80.9S
th0.73)
8493
(60.150)
Ka*3 piss
eiNIVJ
1stl-6U)
• eland top
•
60.80
c3o•bcl
60.80
80.7S
Otaaq
ease
(ao 6D)
60.80
(30.60)
60.80
60 75
• Relative dtanszty is nosed in pererahcaes.
•• ThiS table WWII, an apploslnsase gwde defiani avenge: Proctor Janata steamed through various
methods of sod coettol+danoa m drf forest claws of toil The table n inneeded to provide gudarlcc and is
cot roeanntended for design ate. Actual design values shook' be developed by the engter= for specific
tools at specific mo.tsart eontetat.
Table 4. DE.SCRIPTION of EMBKDMF:NT MATERIAL CLASSIFICA
SOIL
CI.ASS
SOIL
TYPE
DKSCRIPTIO% OF
•I.TERIAL CLASSIFIC.sTION
Class I Suds.
Matufaeuued angular. ;molar aria/end. IN to I IC oldies so re at meal arse, ..
Dusting amends hirer eegssnal ugmfeeanee such u coolant .rule .'',eel. Itheten
.m4. embed slag. anden.r crushed shells.
Class II Sods**
GW
GP
SW
SP
•
WeU•g:aded gravels ands.a.e.! .and mason. luck or n. tears 403 .. mere .d
.OL.e 6aetioo retained of Nor 4 sane. More than 95% 4AaaM) .M Nn 1t) .rear
Clean.
Poorly graded gravels and gnarl sand mimes. luck .. no Cure. kl•G .r mum of
.,mate fraeuar retained rut N.. a ..c.c. Mare Ulan 9t4 reue ed on No Ned eke,
Clean
WeU.graJed sands and gra.elly sauces. luck w no fines Mum than sir{ .,1 ..•as.e
framers punt Nes 4 tee.e Mute dean 9S4e cram n1 on Nn :Ill .wee Clean
Poorly pedal sands and rattily sands. hale ,r no (aeon Mote than %t1R ..1 ..aurae
(rectum pastes NO 4 %se.e More than di% Mitred on ?So :Cal .eese Clean
Claes III Sad.•••
1'a1
sr
Stet
SC
S.lry meek. gravel .an,J tali m.attate. +ui en mare ..! ..woe fra.t..* reenne.l ••n
No 4 torte More than UK reused on No :tat ..r•e
Clayey gravel.. yard .and .lay antrum% ter% or more of .na..e ha% ream eee.neee.1
an No. 4 twee. Mane than UK mimed .. No . el tee...
Sdry tads. •aneSeele m,uutet Mere than 404 sit snare hast.eo pa...•. S.. 4 .er.e
More than WM, retained ..a Noe :t:l a.c.e
Clayey sand.. sued clay 1111,11111.4 Mole at. k14 .f s..... Irma.. rya..•. S.. s
tie•'. Mare than Stn. instant t nn Nn NM .acme
Chas. IV Sole
Mt.
CL
hill
CH
•
Inneganle ,sets. very (use sands. ruck U..u1, ..try ..Jaye, lane taut. I awn! lune
SOill or lest. SO%.n awe pr..", No. Nil smear.
In ,g.n.e clays u( tent .a medusas plasticity. /resells, .14)...an1) .10.. sat..1a...
lean clays. (..quad limo Sot ter k.s. RI•U en come lure. N..:lel .e.•..•
Inorgaoe sshs. oe.aconus cm Jsaw.oa.nw. fuse .anal. .a ..it, r14.1...41. 1,441
hurt greater than sm. •N)% Of Mute pas.'. tr.e.:lu .•roe
Inorganic clays of high plaet.ssy. fat clay. I.ayvul loon wake tar. Vri Nr:.r
more passes N..:UU sieve
Clan. V Suds
s
I1
OH
PT 1
Organic carte and emaane sd,y clays of k.. plui...y L,yuJ lama Seri .r Ir..
Xsi. or more passes No :Di sec.(
Organic clays of medwm to kegh plasmcity Lyaed boor greater dim Slit art ..r
more putts No.:OU tie,' ,
Peat. muck end other highly ...sank .. .tor
• Sask ore as %keened an ASTM D 2.1117. steep for Class 1 matenal e+herh re defend en ASTI.I U .11:1
• • In accordance .ran ASTM D 2487, less than 3% pass Nis.:I10 sieve.
•• In accordance .$)h ASTM 0 2147.•soils r,th SQ. to 12% pasting Na act) ..r,c fall .n a neeJrelene
clasuliesrs.n that ss ensue chuaelccnt.c of Class 11 than of Class III. •
The haunching area is most important to the support of
PVC pipe. For good support, the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.
V 33
11Clreems
es.tet'a
Carla
Pert srcuftlot
flat
N.%„,.Allit
MIL
4
/u/i�� /ice
',rat
eaten))
ore use..►
I, on 1• 1W•1
1da.0a1.41
•. oft et mw•n11
3

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occap i ona l l y it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 10° . Figure 1 gives an example of
different arrangements for thrust blocks.
L L.
Figure 1. Example of different arrangements for thrust blocks.
-5-

Figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
•
Thrust in IDS. ror test
pressure
.200 PSI
in psi
250 PSI
Pipe Diameter
(inches)
100 PSI
150 PSI
111
295
440
590
740
2
455
680
910
1140
211
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400

BIG GUN® PERFORMANCE TABLES
100 SERIES BIG GUNS - 24° TRAJECTORY
100 R RING NOZZLES
' NOZZLE
NOZZLE
NOZZLE
, NOZZLE
NOZZLE
, NOZZLE
• NOZZLE
.712
.768
.812
.857
.895
1 .927
.965
PSI
GPM DIA
6PM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
50
74 220
88 225
100 230
115 240
129 250
150 255
167 260
•
60
81 235
96 240
110 245
125 260
141 270
164 275
183 280
70
' 88 245
104 250
118 260
135 275
152 290
177 295
198 300
80
94 255
111 265
127 275
145 285
163 300
189 '305
211 315
90
99 265
117 275
134 285
154 295
173 310
201 315
224 325 .
100
105 270
124 28q
142 295
162 305
182 320
24..325
236 335
150 ,SERIES BIG GUNS - 24° TRAJECTORY _T50 R RING NOZZLES
NOZZLE
: NOZZLE
NOZZLE
►'. NOZZLE -
F NOZZLE
NOZZLE
NOZZLE
.86 .
1 .97
1. 06 *
' i.1g' :
1.26
_ t.34
' 1.41
PS•I
6PM' DIA
GPM. DIA
:GPM. DIA
r 6PM DIA
F SPA DIA
Ph DIA
6PN DIA
50
1000 245
' 130 .265
• 165 285
205 300
: 255 320
300 335.
350 350
' 60
110 260
143. .280
182 300
225 315
' 275 335
330 350
385 365
70
120 Z70
155- 290
197 310
245 330
:295 350
355 365
• 415 380
80
12B 280
165 300
210 320
260 340
315 360
380 380
445 395
90
135 290
175 310
223 330
275 350
335 370
405 390
475 405
100
143 300
185 320
235 340
290 360
355 380
425 400
500 415
200 SERIES BIG GUNS - 27° TRAJECTORY 200 R RING NOZZLES
i
NOZZLE
, NOZZLE
' NOZZLE
i NOZZLE
NOZZLE
NOZZLE
' NOZZLE
1.29
1.46
i 1.56
, 1.66
1.74
1.83
1.93
PSI
GPM DIA
GPM DIA
GPM DIA
6PM DIA
6PM DIA
6PM DIA
6PM DIA
50
230 325
300 355
350 370
410 390
,470 405
535 420
640 435
60
250 340
330 370
385. 390
445 410
515 425
585 440
695 455
. 70
270 355
355 385
415= 405
480 .425
555 440
630 455
755 475
80
290 370-
- 380- 400
- 445 420
515. 440
590 455
675 470
805 490
90
310 380.
405 415
475 435
545 455
625 470
715 485
855 505
100
325 390.
425. 425
500 445
575 465
660 480 .
755 500
900 520

BIG GUN® PH RFORMANC E--i; TABLFS L.S.
UN ITS
100 SERIES BIG GUNS - 24° TRAJECTORY"
P.S.I.
• •
: Y;7 ff•..e0
Nozzle
'5"
GPM DIA.
V.,1.t:lilt:::f.':S
Nozzle
'.55"
GPM DIA.
?:v:.-i;t•T ,.•`7::,,n.".'
Nozzle
.6"
GPM DIA.
:i er,:
Nozzle
.65'
GPM
k1-0::V%':':,f•Wr,:.f;
CIA.
235'
_.
263
1> ',....
283'
r. `
Nozzle
.7"
GPM DIA.
il,. �"ri: • i
100 245
ri1..1.' •..1, tlitt
120 275'
AO :c •.'litdt :Ii',
135 295'
y " I� t.'+e
Nozzle
.75"
GPM DIA.
jyl,.. Iflr;tis1':•V:^tY
•'ma's c'-:'�!.5
115 256'
V 'SS' :. 4' ""+ • i '
136 283'
'461,.., .., l i'.it
155 306'
1. • . +y�x
Nozzle
8"
GPM DIA.
tYlt•:t
130 265'
.5 1%6''..,.' : • 4.
155 295'
.14.14 ia,.a. I it:
175 315'
Nozzle
.85"
GPM DIA
c:%:41.r..7'.:.1=
150 273'
,xa.. :: ..
177 302'
:AA:: . r1 ,,Shi r ,
201 326'
Nozzle
GPM
9"
DIA
'•=cz,e
.• 3..
GPM D.A
414i14>:
204 300'
.♦ •.. r.. ,:• : .
243 338'
'•.% : ..: •7c 4 •. .
274 362'
ttbaaxc+e+ ai3*
I:tj':'"'.: :.,t[;.zy
165 280'
4 ; -;. • • ar.-1.1' .
197 310'
r.:•.a:•! cr 1
223 335'
},.e.�44.
50
..
,70
50
-•4•1;•'.%
205'
. i'
225'
'• "1"
64
r.^:.'`f
75
b.. .
215
.: •N.;,,,i
238'
; .6. It,
74 225'
.. • . ,ell
88 250'
'Y.:Lp ”.'••••!-P ..4.10
87
.!•.'r1.t-'.• ,.•t-li.
103
(i1r', l*
117
'0'
60
:111"09"' i.•
.
: •i'
90
68
-
245'
83
258'
"'
100
0'
270'
in
110
76
►
265' 92
I
1
278'
g
111
Iy
290'
V
129
303'
150
315'
171
324'
_
195 335'
222
344'
247
355'
304
380'
ailab a only with F100 & SR100
100 DN DIFFUSER NOZZLES
PSI
71 RING
GPM DIA
77 RING
GPM CIA
.81 RING
GPM DIA
.86 RING
GPM DIA
.89 RING
GPM DIA
93 RING
GPM DIA
96 RING
GPM DIA
0 5 ON
GPM DIA
i:Nd4vTi;'A:09h ..e
45 154
0.6 ON
M1`GPM DIA
`'f.$':'D,'I F. ,r
66 168
0 7 DN
GPM CIA
liS+i.T� .•r•tjI?k:
91. 182
0 80N
GPM DIA
rov.
118 196
'7,7 1 15.1
l t1K:2y'cA:41.-
208
.,,1T;r... '' `.4:' 1''+1E'$,14i:;?'L,,.A';k12f'r.'!,
212
91 215
.Vii sz:...1.t R.;IIRL";Y4^:4'.:1'o1'a;.'1:r`.1,:1L'1'i?
103 224
118 235
134 238
,.1x(1
.Al:".;:yti°'.�w::,.;'
242
rd-•..f.>r 1.%7:1,1:i -
40
;.: .,:
'
'
- r•,' ,5'D.•
:78;
.o^e:v,i.•45i;
1."r,7 I7a.."
'!''t:✓,7,ce,C.8.1:';
..,1)9. r'74i1:':
•9:X9
-
- -
110 200
143 216
60atir
4app
i
80
';c100 .�
B,t�273IO5N1�
96 240
110 245
1 5 260
tot 270
164 275
280�ryuq�
L"'���^�L:r"
e •
��-
i-7P.m2zi,:v1a',l�">
.'n
- -
i
1asRp�
94 255
r.;;
111 265
, •.010t : ;t;'1.
glALI'
127 275
•I - ': �G•.l."rS>1{41
...,
11ff>
145 285
•:: •i'?'
163 300
189 305
8'a( r•1,ic'::((.i ,,.
315
h,.s, i .i ,< t '*:
_ _
ocv�
N?'E •. ' -A.Ii;
-
-
05,7270
y7''��0pp5��27y;0 gy��1�2�4g,g28°�0�4�
�r�l�Opyy�g
14,t�21�S249��5 y 162 305
162 320
��yy2�t•2,• �3•2�5
178[74ff( VI
pp�236��q �33�5[�1
?4A��1W75;IIaK7•Y.[S�i
•1z1�-.y�
�. ••!hr°t
•Vrtr
�w�•
T• r,4 'i n*-y�fiftIVIS'..
K' .1,•Sllgi•R1i.A419•iZPEN
�T'�•�'r'ria t
S¢S79.e:'yOrA'#0'ltainiera
•'Trio diameter of throw is approximately 3% less Ior tie 21" Iralectory angle, 6% less for 18 .
150 SERIES BIG GUNS - 24° TRAJECTORY'"
150 T TAPER BORE NOZZLES
Nozzle
.T
P.S.I. GPM DIA.
:'�.ttij!'�r�r.�'iK!ii:�:�s'�'�7.`f1ia+.t,'�ff:=`;`):•. �.e`;r�L�Tii.�»'.91'.
Nozzle
GPM DIA.
60 110 265'
•:r u. Nyl ••,r 4 w.1' ' 1ti•^. . .: `<.29 t9','. .•k ,4t:...,�.
BO 128 '290' 165 310'
100 I 143 310'
120
157
330'
150 R RING NOZZLES
143 295'
185
204
330'
350'
Nozzle
.9"
GPM DIA.
182 305'
Nozzle
1.0'
GPM DIA.
,,isi.'d}•fiy:
275 345'
Nozzle
1"
GPM DIA.
210 335' 260 355'
E�TTJ31$ 1traX6iST6 1 C1F.1; 15Rfktd
235 355 290 375
385 420'
225 325'
,:.'4i• •r•ca,lv,..., ...f.,:.11:u,[ r. .14,,1 . ie .,:0., .
315 375'
1.11U:12:01'4 1f!R1
400'
Nozzle
1 2"
GP?_'. DIA
Nozzle
• 3.
GPM CIA
258 375'
320 395
355
330 365' 385
•.{•..:.1;:1 -,N:..::I • :•.l S.,,v,. 1.;.'1'r„0v. ',:[:-:
380 395' 1 445 410'
nbllat•finsltl¢4ZtAZ5f3
425 420 • 500 440
r:la.: k1 r.r5T1 aa4PF'JS'gabi
465 440' i 545
380'
PS I.
60
80
100
••
Ring
66'
GPM DIA.
Ring
.97'
GPM DIA
Ring
1.08'
GPM DIA
Rmg
8'
GPM DIA
Ring
1.26"
GPM DIA.
Ring
1.34"
GPM DIA
R'ng
1 41-
GPM CIA
.•1.p'.F7�c. .V:44,A15•4 itlinP�. ^S..'.
'+I•i:t�l;i1.. 1s`':+tF•f�is't..iJI'.fK?Y,.4�t,}r�.�•t'7��1�:?''� :.: .f:�t.. ��1:t.Y6.. �:hJ•.1.• kf..V�-
'✓`.. '.it.''+-' i4 .•if.,,iin v.. Lc. v:,3',;, : .�:e•;. :t
120
110
260'
• •.rr •1(:4;
128
• • S. 1440
280'
• -
143 300'
.'r.4.1
1 5 7
315'
143
165
185
:1:1:
280'
300'
320'
204
335'
162
210
300'
••,
320'
235 340'
258 360'
"The diameter 01 throw is appr0.imately 3% less for the 21• trajectory angle.
225
315'
260 340'
290 360'
tit•cfr:: s
• 11.,
320 380'
275
315
335'
360'
330
380
350'
380
385 365
395
425 400' 50C 415
..:44 • Cris f:.!c:e.... , 1.1::1.' Ir4-tie'-.:5110 '1174.74 . r 4441:: 1• ^.S'tiu
465 420' 545 435'
ra
355 380'
385 400'
200 SERIES BIG GUNS - 27° TRAJECTORY"
200 T TAPER BORE NOZZLES
P
.u4:fis'ti
TO
NozzlNozzle
1.05'
L.OS'
GPM DIA.
"
vX�t' q!'�'vlt�
Nozzle
1 t'
GPM DIA
��`�'v't1�i .'I�;.7
310 380'
Nozzle
t.2"
GPM DIA.
1.3"
GPM DIA
`ii�'f:fit7Ii4rr:e
<
415 410
NOzzlo
1.4"
GPM OIA.
iPN.1(YStV101Yi+'liIit
480 430'
r
Nozzle
IS"
GPM DIA.
:'iNi+'":'t44fiYr1t•tt.Il;tf:
555 450'
,.'r•:'a:ly,1 • :::1'••,:It
Nozzle
1.6'
GPM OIA,
,•.:.:Afit:'llC-'':i4;i:i
630 465'
1 `,44'; ''.•5'c•'.''a;.t•,4:{"S
Nozzle 'az::e
1.75" t n
GPM DIA I GPM DIA
i.VM!`+,�PY tff,.'L31GSkVf.
755 495' 890 515
A,, :. •-•.ESs• +:•
y <
410:1!. Wti?t'
355 395'
270 360'
:1 � 'v.: •Y' i.t .. ,,,,,.
' 90 i 310 390'
':9•• iv. c'+.i•7 t:^i •li.'.•' iT'"kiwi,.';::.(.,,.:.-:•/'•,?;rti::1�
':<,e .1 ,..e..a �'•
350 410'
390 430'
> . •...•:`.....::• •
425 445'
•t.:, •iti+✓ lit •:
405 425'
�:r.1'.1d`., •.
445 450
. _y., s .I,-r. r'•1.:'
485 465'
S'1::n.1a•:••rk •t
475 a45'
.r.rii�•.;. ,:(j,;.,.f:.i'.C.4
525 470'
.:
;.1 , ..:d^1l
565485'
..: 4','' ..trt; •,
545 465'
L.a::.+r:l,'l':•.
605 495'
..
,r
, :
655 515'
485'
6257f7CaT
:: t ;.-:.�h.::-'
695 Sty'
755 540'
715 505'
dPl�
790 535'
860 560'
855
SFSt55
545
1025
535' �
535�Lf
565'
' j`•� K1.160.G1•60�-
590'
555'
1005 555'
1110 530
110
.•.L.i'•i.,,'
340 410'
: SS 4 '+. ,•1.'.•
425'
1210 520
130
370
LUU rt
��P-11yySy1.I�.•.--••��1
.1.1'IY.'t:.:•.`3'
111Yt7 iviac LJ 1 Y.' Ring
1PM actual) DIA
GPM MDI}A}��. �•
I f�'.' 9c„'..11:1'1•111i
1 1' Ring1
(PM • CI
GPM DIA. s
:<ri• :1' .i4•c.'�+'f?'^.'ytil
,4" Ring
(PM actual)
GPM DIA
• .'';',i II :Fw'
/•" RingR
(1.66" actual )
GPM ♦D1�IyA. ,+•�G�{{••P��.�M��
iy: Y:SII)S.1Zl•�I:i:!%Illt'FY"�
445 410'
(1 74' actual)
(
Dyyl•yAyy...
.1.�)'.tf.-7..r1;•. nil rt4F^•, x'A'�1o7,•
515 425'
1 Ring2'
(1.83' actul)
GPM DIA
{{�4//,, ffyy�� _ �5
Iil4:•i:44-4.•.. i1i-174W'�,'
585 440'
1193" ac ar,
GPM DIA
.;. �_� ✓.•1p
`.3f ih7:a�`Ip:•A=
695 455
60 I 250 3a0'
..,.•,•-" '-.• "
330 370'
..1.,':.-. -I:diA
385 '
iA'�,r'l�ff
(•i..i•1.A: `>ri�Prdb
.�
xisa'6
i
. •
675
7'..t
•
. 1
825
-.....a..
470'
g
500'
C...:::."'• i1•::,
520'
7.55"4a5,•.4i5S 11
605 490
' 855 ;311to -a.
900 520
'r .r,r: • - �,er _
985 545
�eyc.,. �:•:�'.t';::-:;;t
80 ' 370'
iydilj7Ygiic:: piss
380 400'
( rr"'" "'Y tR�'13�a3iItFY
445 a •
.1
515 440'
li�A�Ai � Kam$ hU
590 455'
A�'IITi�6k*�'2YhyffMF
1 325 390'..
,:Y,
425 425'
1 4
a 445'545
I•-''M1
•• E:'i•i.+,
500 445'
ta.>•1[fi �6•
465'
ar..'di1
575 465'
-1..:::,. �'. 8 . i!..1 .
630 485'
• .r,:•I4
660 480'
I ':':"� 1:' 1�:1 -i 1 .` •
725 500'
• •'1+4•ifd
'a �t00
lei i. 41 Il[.�.�
120 355 4t0
N�)' .�rzyl�a'1'hl'�1�.:.I
• • ine ciameter of ;Now is approximately 2% less for the 24• trajectory angle. 5% less for the 21 • IIaloclory angle.
Tne BIG GUN.* performance data has been obtained under ideal test conditions and may be adversely allected by wind, poor nydrauic entrance conditions or olne, lac:crs
Nelson Irrigation Corporation makes no represenlation regarding droplet condition. un•lorm•ty. 0r application rate

.1::::::: i
MI -T-T4-1•
-.IrL
-Lill
+ii-•
4it4 -
404
t,
'
•
1 : I :
1 : I :
• i
,
ij: I.1
.. ,
:1- t
•. •
-.11
-..-r
1.1.' ' .-:-.
-. , - -
•-•
1::: ; :
.---, .
4-• • •
:, /41
. i , ,
• • •••-
i-. _: 1
r- , ,
T-•-• •
,
-I- ,•-•-
000 0.4
• '
.........
0,00.0
t--• -•-••
.400404 4
MUNN
...... -....
. . ....4.. 4-_.4-_..4 _-
--
-14•-9.4,-:-
4
7i• 1-•• • I•
,,• q-• ii•
,r•
i1 -i4•• ••1
i••_••i-='
1•• 44•'.. : • _
4'
.1• T'-•-•
4-/- --_" !
.,T
-,I.- ,-_-,, _:•
_, "I-
,. ,,_-,•
-' '
4_:I :.,.1...,_
.;4--:-:
__.„t_._
4...
_, I.
...-
, ,., .
...... ...
..... 1 ....
• • • •
........
..._. .. . .
• • • ; • • •
OMEN
nen.
---,
,
11111111114---
i
,t-.."'
_1
•-•
'/r*r--
./I
.
:
/_11:
',-
---'-
----44444-41--•44:1
.
;.i
ij;
,
ji
14,
-------
-
:
141;;1 -7-l4,4..
-1..
-4.•
•-4:..,.
. :•
:....-
::::::
:.::.:::.,:.:
::.•:.":.:.4/: -"._...
--... .-
,,-,:
---
l_t-
--4r
:
.-4+r`,•44T--I---
:41h,4_,r_J-,
:::
----:-4-44----7H---4,4fr---
--4-TTi
.-•.'•`7'''.-4--'-•!,7t
-. i;/,t-
• i•
v
1
-i1--li-41:',?
7
1•1 1_1
-
; ;-1-:
-•171. ..•' 41--;1
: '-ii-1.-T-•
.4
1...
-
II-7-111t-
'---
.„•
.::
::_: .
-.
...
-". ,"4-1i4,N1-I,jI--I4..j..-.,r-±4,j
-u...4.-n---
----
14,t
---+.--1.1t,----;,.•
+••-
-4!_
-_-il-ti
7//,
•
; .1
-•'-
.-i
-.
,,.
'-
i4,-/
---.--.14-,44--4--1--14I44--
--•• • 4 •
-.1! ;
-.-t-,-.
• '•
• ; T,
i 4
4.1 • •
_;-; : ;
1', •
4 ' I
;1_; ;
. r f 14
•44 ri-
• r•
"1-•••-•-
-•-•-•-1-
41- •-•
"'I' '
1•••••-•
-.• • •
••11-1---•••
' • 1-*
• • -7-7"
.- • ; T
• •
-7-•-•-•
-r-•"! 'I•
4 T. .-..:".--.-
••-•••••
1-T-7-•
•-•-• -I
'-4
T • /T
-, -• , /
•
•-••1 4 .1j
1' -T-T-IT
T.•-•-•`'
.
1 -
T
,,
:1.1
•.• 4 -.4
,4 •
•:••••-
,
it•
-
"t7
}
„_
, 4.
4-
ij.•
1-4 - _
• ,-...-.
-: • : :
. :..
4.4.
: 1 . :
4 . ;
.t.,,
-:--.1 1 :-
; .. 4
-I:1.-
: :.:
4 i-1 •
,-;•
. :-..
.. ..
-4_4 .
• ..
I
• • . •
• • •
• :-.. 1 : ; : :
.. .
'-'-'..
1:-.L._
.-,,.--•.:-......
--' .
..,
V.V.V
t.., -
:::::: V
.,........,--t
:::::_l_
--;-...,;-:.
..t.1)
,- --:
; ;
,t
,
•
••
• , • •
,••• 11
1:711
, 4-1
:ii-11:.
; [
;: i
1-4 -4 4
, -ilL::i"-
:
--.-•
,
.443*
I; ';:
`,3,
-;-:::
•,"
4----:4.:
•
.
•
.
,
.
... ! ............
.
.
....
..._
...-
.--
.....
....
---
-.
.,
„
.
....
., .
,
....
;...
...
...
...
,
,
....
....
...
.
71.
....................
...
...
.".
...
........
".
..
".. . .......
. . ...
-**
.....
---------
....
...-.:::
---
....
....
:::
.
. : .....
:::'
.
::::
-.
....
::::
_ .
....
•
...
....
.....
.. .
- •
.. .
.
....
..""
....
....
.
..
.
....
...
...
.
.
,
•
....
........
....
.,..
....
..
...
-
....
.....
...:
..
. .
.
::.
• .
."
.
...
. .
.
'
.
•
,
.
.
• .
. ...
..
. ..
..
...
::.
.
.
.
....
::::
...
1-)
...
D:i6:p05-2i.
....
'''-.
....
.
....
.....
±2::
"
.. .
":-,
.....
".
•..
_
...
...
Nr:
.......
•
....
:::
...
_
_.....
...
::::
....
...
.,.
•-•
. .
....
....
••••
...,.."
...........
- . t
....
.
........
. ....
:::: ::::
...
..
...
."
......
.. .
...
.. .
.. •
•
•
.
•
.
.. .
".
.
. •
.. .
.
.
. ..
.
i
...
.
.
.
. .
.
•
- •
'
.. ......
. ' .
.._ ......
...
....
.._ .
:
' .
,
............
...
----*----
.. : ..
. . ...
... .
.....
---.--
..
. . . .
.. . .
.
. „ . . . .
. . . . . .
. . . . .
... ---
-
...
. .
. . .
• --
.,,
...
. . .
...
. . .
:•-•'
.. •
.......
. .
. •
...
y .,..,
• ar
- •
. .
.,4..s.
L'l
••'---.-
.,.
. . I.
. ...,..r.
. . 1
. . . . ,
. .. . ,
CV:ie.
.: . : ..
.
,.
. . .
.. . . ..
AA"
-:::
.
.....
• • • •
. .
-777
....
. .
• •
. :-:
. ..
.7.
..
......
S.
2
... ,
'
.. ;
...,...
. .....
....
....
. ....
...
_:::
...
/
,
...I
::-.1
.......
. ,...
:.::::._
- • • •
• • -
.... .
....L..
''':::
...
'
...,.
: . :',:
:.._::r
1
..
::
::
..
.. '
. ..
' .
.
. ,....
. .;...:
- ''...•
t_
.
, .. 77'.
I
-1.
...i. .
.
.,....
...,....
- •
...
-
. .
...,
. .....
...........
,
....
......
: ........
.
... : ....
, .
... ..............
:
... ! ....
_I:
...
. •
.. .
• ,
• • •
.
• • •
--,..,...:.
.
• • • •
.
....
• • - - 7
....
....
• • • •
-.....,-
..
.
• • •
• •
..
,.
.
• • I
0•A •
•PS
• ....
• :
",...
" . •
• • :
.
.....
...... ,....
. . . i
..,
: - -
......
- •
...
,_
.. .
_ .
• i
• .
.,
. ,.
•
...
..
: ..,..
, ... _
. .
•
. .
. ;
.
.
::::::::
::::::::
:::::
---.'::::
...,....
:::
::::
....
::::
.
::
...
...
....
... .
....
....
..
....
....
....
.....
...
•
.
•
• • .
...
• ..
• • . -
....
...
.
• " •
....
....
....
•
,..
...
...
:::i:
..
.
::
. .
...
...
...
..
..
....
....
....
. .
:::-.!::::
.... .............
::::-::::
.......
.....
.,..
....
....
....
..,.
,...
..........
....•
,
.... ..
..
•
.....
...
...i
„..
.
.
,.
...
.
•
.
.
..
....
. ....
1
....
....
tAle.:_..-_....
...
...
-4
. ..
.
- - -.
:::::::':
...::-:...
•
. .
.
. .
:: :::.
.........
. .
:
. .
..
..
,' •
,
...
.
.
•-
....
. .,
• • •,
:::1
-4---4
•..
• • •
::
...
• ••
.49
...
'
'
"'
..
' .....
"'
'"
..
...
::::,
..
. .
:::
...
........
:::
....
::::
::::
....,
....
...,....
„..{....
-...1
........
...... 1 .
::' ''...!
1.::4--:-:
......-..„----,
'-'4.--:::''''''''''
.r
:...--..
. --
.
.
:....-.;::::
. .
.... ....
, •
... ....
.....
,...„.•..
...
,
.......
1 -:: -
:.:, ... :
...,
.-..:l
:::
..
:
1
•
......
.
...
•
_-....rs-
..i
_,...
...
. .,
. .,
.
•
.
... 1
::::4::::
:::4::::
-....---•
•
. . . . , . .
. , .
..
.
.
. ......
. ...
• .. .
....
. . . . .
....
.
.
' . . . .
.....- ....
.. _. ....
• ,. r•
___._...
...... _
....
.........
.,.
.....
'
1 '
..
.:74......:
.,....
. .
.......
...
.•i
:::
. . .
. .
.
::-.t.7.,..
...
. • 1
...
..
.
. .
•
.
..
•
..
• .
....
.. .
...
...
...
..
......... . ... , ....
.,.
.......... ..... ..
:
.
. . ....
........
r •
.
.
....:...
:
. .
. .
: :.
.. : :
:.:::...
...,.
.::
.
:"
' .
..
..,
.
-:
,.
::
.
....
...
. . .
...
....
. H....,
. .
....
.. .
.... •..
...
.. . . .
.
..
...
....,
....
.,
, ..
...
...
4
.
.. ..
. . . ..
. ..4..
..
•
,
.. . ..
. .:
: : :
. . . .
i : : : .
5.atice.
• : :1 : : : .
i
.
' • '
r:..
.. ...
. .
. .
I.
..
I
:::i77:.
. . : . . . . -
: • • • • •
i..-------
-: -;
. .
. . .
• • •
..
. . . .
.
: : • :
. • •
. . .
: : :
--tr-6itqgg;''
• • .
1
; : : : :
-.._
....
.- ---,..-,
, , .
....
.... . .... ! .. .7-7. . .
......... ' ..... . • •
-
-:.N, • -//.
i I: ti*OiVic:
: :
:
--r-
- -17-7
. ..
.4.
' .:..
.. ..
.. -
.,
..
...
...
.... .
.. .
.i/ri.'fi.
' .
........ i.... . ....
f.' •
.........
....1I....• .
.::
.'.. I
...
..
....
...
..
.... ....
..: . :.._:
...
. ::
...
...
....
....
. P2.:.
....
...
..
..
..
. ..
,.
...
...
...
....
.
.
. .. .
.......
..._. _
. .
•
.
.
.
.
.........1,, ........
...
.
...
...
...
...
....
•
• .
• •
... .
........ .... ....
.
• ..
.........
....
...
•
..
...
...
.. ....
.... ....
...
.•
...
"
....
....
.. .
....
....
• •
..
"
.....
. •
.
..
::::
....
-.
-
.
-
•
4•••
••••
3•••
••••1••••
•
+"-
•3}-i
!,t
;i4;
: •
....
-I.:,
Ht.
1.t:
•••
:trt
'Tit
t°'
••••
4'
••••
40
••••
0,4
:::
fit,
4.6.
ot,
-•-•'-'
I,. • •
. 4.
,i4I
""
1 • "
• •-: •
..
""
-----•-•
• + • I
...
•••
...
---.- .1---.----
• • • •
„.
...
-
---.---7;'--.
• • •
...,...
.../.
'...:::
'
._ ...... .....„..
. 1
......... .
- . - -. - - - . ; -- ..... -
... .... i
ii-ij
14:-•
.
T.
ill'
; ; :
..4
:i1,
•-:;-*+
ii-:i
l_fit
;-; ;1-
'•-4,
1-"S•
41-•
1-7-'.**
1;1:
; • • •
-•-•-•-•
,".4.i,
• , ,
•
IT'
0,1
• , ,
. r
• •
...-•,
:•4'
•-.
• 4- •
-4
:-:
.,
;L::
;V::
:-... ••/-
..4-:!: ;4141-14
-
1.
4- n-
:1- -4-

•
��-* ri2� i"•
330" k /7a; ,QT 7 f'
•
S HP
c %4 rCv P.
Aed
0 C.0
•
•
3
�yo 6 0? 1),
I
�3{
J
r:1.1! G:M ; / • ./9. rf:D. . .
1.
it _
•
T/T � d J /.s iv Ar 4749 it )c!.0. k S Ti ,e7 A i / trJ
STJQ.0air N.'i a XcEs1 /.°�.ivA141 15-Sire �zv

Z
•
0`
0:
D. ./
�c. ..- IVC
■
i
1
� :�
t
}t
E
1}:
}.
tit..
+
'
I:
j+T�
, +
f4j1
r,•
:;
...
;_-{
"-*
r
r
=rr•r
4rrlri
'44,
1111--
R•
+
}ii
r •• 7,ir
1 1..
$r
r
; ,
"6,-e
►
;
i.
:c
t
:.a
•fir
1 z
;L
t�ir
`
._...�
ram`
4
i:rA;
9_
.aa
G '.
�} ,
_ _;
;
�ir
_!s
r
(:
r■fi■C�
i•
F
.f6n
}
�;
{i
I,??
,tt{
;
{$y
...':
...
•
Yt
1 1'{
1# }
J
. It
�/boa
f6s
:: '
:.
/►Y
�
p
- ;:4
■■!
:°s�
a'!Ri'°
F
r, ' .
'
,
'
,aa_h
•L
i i
i
iv!/•I
: rlJ,
: -
..
...-
1
:?
...
_
. ...
-1
....
* •,
..
AA.
(
,�
r
,
-
u■
•
■�■■
NS .4
rr■3G
•
••
a
_�!-
...r.
C
I•
: i • .
�It!j1/
f'2,
1•
.:.344:
•%�:.
..
•
.:_
•
•
Sm.,:
�
�sl.
•
�.3
::f/,v:i4
i:i:
•: •
z443;&60)
:...
-
AlJ
•-e•• Y C:r
�'s
h'
-�
A.Sst.4Mt�4LnIG
:
:T4.
...�5`.
• YY1:,o
:1.. • .
air
eyo�
:
�t'
..
7v7
...
1
..
;:....::
�fl
I:
?�¢ �!I_�
�
r
;L:/:
:..
..
+
LJ
.
��?S. ,
:;
•
T�il
:• ..
:-•
t{Piti
•+
•
••
A l�r
i
l
o
:
��;,
r
___ :
_
_..:r>'.i+C1)-(:
___I
s
s.:
, ..
•
AC. i..
" " 1
_ b&
: 1 ..W.•
• : (`
iti
'L116}
" "
N
A"
s
r4
::
.71
(.
/�:
/-c!u
p
.
_:,5.66.10
1�?U
:•
�7 r:4 .
:S5-la
7. f:IP`!
a { d
14:::
B
::
.IPr6G:::fir;•.
n
G
iYi'H'4-7-9'
f�K-
A.ipv
/xe.r'
•Ae.re,5
�iC6.,,4;,4::
1 1?'Zl
Y:::
�...
:
-.
?L
;? :'
:<
. is
`:
:C
r :-,r
.,f.,l?
V:ie.F:rr°4r:.--
Y- J7 4.
?::I
'A
i i
•
Wi•ir•
�':(
f'�
:4.4i�.SRro:Ai::ttd!:6:A�i'Yid!!'!1%J.Y�
r:Yp/�
!
?y1�
.S P
fii �i'
..
....
'
oo••4
{
Y'
:271:..
:•
::
'A
..
._
e i
:O
.:$
,Wii,e..-LF
• ?
,
• :!,!
::,
::•ii ..
9'.[
A1r
•
• r
:Si=uGO
�- Fre.. / - :A.1
..
:
,-
—
s D
6•
f�i.2
�,3t$Q
,
i T
,
a
•,t
+I
..k
i.
; ';
on%t
ito~_ 1
0 �o
-
.0,2
-,I
$1,*»'iMu
+
II..7.I't
,t},
1 i�
'rr•),r ?Y';:
•
•
1'•j
As •

cn�e RiVih
z
=
7.
d'00 .JC f7
SPSM SM. :
M.:

i L
4-f--4- --,- ' ' ' • • t . .. ,
,--rd'.------•,-- ;4-T--i ---+- -.-44-: ;
- i-- --•,-; ,-, ;-•-•-•. ;,-t- -; ; t t- - -, _._.- —rt-jt•-_,L- it_11- ;--401-' 11'4-
-,-,- .-"-4,-,-1,,--,--, --*-7. Nei— -.CI -71 't !-;14:-
• } i 4_1—.44 I
-t-/4-4-., • ,.-+-' •-•-:,..-:-4-4-r-', II. .1-4 ' ' 1 -1-1
.. ••-• ."--...- 4 -•• : 4- 4-r4--. 1- -1-4 1.-' .11'7 1.---il. , 4P ./-ri-- Ni''.
4 4-- Ii,. • It
.4'1-4 -. -... J : .. ,4.• - .1 .0 l'.-t'alt_t•'1 •t,1 It• tt+
1 I ,
7-t.-1-.1- 1' • -
. r •
-!•-'!' 14::.*,._,_.,4 . I ; ; -; • •,•-1 -
-1- /---."/ •-•
/ • • • .., •••• ,-.-...r. ,..• / •
[
T -...1 :'.7-77+777-777,--- ":
4--.• --- ..+1 • 4,4- 4-,. -.• • :::: :::: :::: I::: '"' —4-4'. *,;
, • 4-,... „,-.. ...• . „.„, . .., • . 4 . - ,r.,
4--.
1,11
:NI
.:.,
.... •
't1 77•-•
: • •
• •
• •-• • •; • 4 r • • •
.:i1:::
• • • - • • • • • • • • •
.... ....,....
----.----
7:"..
.....
• • •
• • • .. •
........
.......
....... ; : : : : . ••• : : : . : : : :
.".. . ....... .
........ . '
... ; ......... ..... . .
• t *** '7" 7. 7' ; .
.... ; ' ! . : . ..... . . . ...
. .... ,
.. .. . .. . .
• •
1: •...;
141 : : : • • • *
1 11
•
11
: .
-; 2114:: 7.-r7
ri 1 ":".. •
1 • •
;...
: : : : :
• • • . ....
.....
: : : 41 .......
.... .;
.... 77'
....... I
.....
.......
• :
• 1 .:
: : : • • •
:: :::-. "...;•::-..::
• • . : :_:_: •„:„... ,_ 1 ' •
j... ... , .... ,
•
• . • • • • • . .• • • •
... • . • . •
. ..
... • , .
. . . . .
.. ... . ,
' • ' 7 : ; : :
.... • • •
. . . . . . . . .
: I
. .. ....
7 7I777 .... 7777777-7 . 77777
........ : . : ... :
: . .. : ' : : : : : : : : ..... " • . ' ' ' ' ' •. ..... ____••• .............
-(1-1- - • . '
. ........ : : : : :. . ....
. i o:. T ii . . i •
! .. . • . .. : . _ii_4..,_....„._. _,_ ......
7 -..'-• :11 : :77 7 ••••
•••• .... .
... • ........
19 y2j-,-
.... .... 1.
.....
.. ' .... i: +;.••-; 4 7'
i • -4 •
.--.-- " - * i 7.-::•-*7777; ::77 . . . .
"•-•"i::::11:::
. -1--
*-- •I•-•-::-:: :::•:::::
• ••
• ; :7
' I
:;••••: ••••-••• ••*•1•••'••••••
...., .... ::
. ..,... ...I:::
::. :. i I ::: i
.....,.... ....:i:::: • 777777:77777—
... : : .
: : . . .... ....... . • ' ....
... .... :: . : .....
: :7 ...... I ........ ,.
_r . t_ .. .... ... . . ..,
. : : ......
. •
•
...... : ..... ": - : :
..• ............. • ....
...
......
........
:••••.::
...
. : ..
' • . • • .-,
::-*•:::
i•475-X,
11
.;.
:111-
...4
77771777:77777
**:
• !.i.
•
..r
. • . , ....
• .......
... ....
• • • : • : "
.........
........ :
.... ; •
1•4/S!';'' : :
•
: ! :
fry
• • ::1:.•
•
. I ;
•
• • • ... •
..... . .1 : :
.....
•••*••• :::::::.: : . •
k?.
:; •
... ........
..t: • . .
.......
. •
•
. ..................
...............
• • •

... I ..
.... •
..
.....• ....
......... ..
....
•..,.•.• ....
• • : ; : : • •
....... .4
.... ..............
........... ...
...
... I
• ...
...... •
I ...
'4""' .......
....1 . !
•
. ...
..... ...
1111.T ItiEN 1i1,/11,•• .,A1•111.•
• ILL1 PtLP
::I::
7"0, g /00
1
me C
011.1 ItiEN C.UWPC31./A1 ION
••••Itt •••• to 14 0,
NAM
MEMEMIN
I M
• • ......
50 -0
MO
=MN
MOM .....
SIIIIMO11111UNIO
••••• p pass
moms wpm
pram messi
woe alin
ON le OM 11111
11•11111WWIMM 111111111
=111,1•111.1.1.1116
INSOIMSan
::.:::'
..........
...
; : : ..... 1 ................
.::: • : • . .....
/pi" /100
o
50-0
ra .0
. :: :::_. 1 ••.: :
• .......
.........
..... • • • •
• •
: • :
c
/c v
:4 ;

Operator: - >Eugene ,.ivenbark
County: >Duplin
>10/17/96
(other than owner) : f t .
Date:
Dist.to nearest residence
s (farrow to finish) : >
s. (farrow to feeder) : >
head (finishing only): > 1860
sows (farrow to wean) : >
head (wean to feeder) : >
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.) :=>
1.0
Treatment Volume (min. 1 cu. ft./lb.) > 1.0
25 Year - 24 Hour Rainfall (in.) > 7.0
Rainfall in excess of evaporation (in.)
Drainage area of buildings & lots
(sq.
. ft .) =>
Volume of wash water (gallons/day) >
Temporary storage period (days) > 180
Freeboard (ft.): > 1.0
Side slopes (inside lagoon): > 2.0 1
330.0
Inside top length (ft:): > 160.0
Inside top width (ft.): > 54.0
Top of dikeelevation
.: > 43.0
) (ft•)
Bottom of lagoon
Seasonal high water table(SHWT) elev. (37 .) : =>20 cu . f t .
Total required volume. > 417493 cu. ft.
Actual design volume. 0, 0 f t. SHWT) > 49.6 ft.
Stop pumping el.(> or = to .Min.) 49.0 ft
(> or = to251100 cu. ft.
25110
Required minimum treatment volume: cu. ft.
>
Volume at stop pumping elevation: ft.
Start pumping elev.: 382365 cu. 52.35
Volume at start pumping elevation:
1� t.
ual volume less 25yr-24hr rain: 384493 cu. ft.
Verify that temp. storage is adequate:
____> 92120 cu . f t .
Req. volume to be pumped..a:__> 129070 cu. ft.
Actual volume to be pumpe

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
source Cause 6MP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
() Flush system is designed and operated
sufficiently to remove accumulated '
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge.
Lagoons and Pits Crusted Solids
(.)'Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% • r ace.
Excessive Vegetative Decaying vegetation
Growth
( Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Syst
Feeders
Feed Spillage
(il-Oesign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of de wastage.
( can up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage
Accumulations of feed residues
duce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
pr•. cts).
(- Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
( Iiminate low area that trap moisture along fences
and oth r locations where waste accumulates and
a isturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
,...1C--November 11, 1996

Dry Manure Handling Accumulations of animal wastes (l'emove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
win r) where manure is loaded for land application
dis sal:
P vide for adequate drainage around manure stockpiles.
Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613. North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

It
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
rce Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production V,gbtative or wooded buffers;
( eco ended best management
pr cos;
( oo dgment and common sense
Animal body surfaces
Dirty manure -covered animals 'lWDry floors
Floor surfaces Wet manure -covered floors
() Slotted floors;
() Waterers located over slotted floors;
( ) Feeders at high end of solid floors;
() Sc e manure buildup from floors;
nderfloor ventilation for drying
Manure collection pits Urine requent manure removal by flush,pit
rec ge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
(,LFan maintenance;
() icient air movement
Indoor surfaces Dust ( /a hdown between groups of animals
( ee additives;
ILLFICe covers;
eed delivery downspout extenders to
feeder covers
ri tanks Agitation of recycled lagoon
liquid whiles tanks are filling
Flush alleys Agitation during wastewater
Pit recharge points
1 shk covers
end fill lines to near bottom of
tanks with anti -siphon vents
nderfloor flush with underfloor
conveyanance ventila• n
Agitation of recycled lagoon (`i rxtend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations
Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater xtend discharge point of pipes
underr th lagoon liquid level
Lagoon surfaces
Volatile gas emissions (roper lagoon liquid capacity
Biological mixing (? Correct lagoon startup procedures
Agitation () Minimum surface area -to -volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
(L41rigate on dry days with little or no wind
Wanimum recommended operation pressure
() Pump intake near lagoon liquid surface
( ) Pump from second -stage lagoon
k...JC--November 11, 1996

e
Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
( end drainpipe outlets underneath liquid
level
move settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
61injection of slurry/sludges
( ) Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
or sludge on field surfaces
oil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
(' Proper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
(J) Com covering of carcasses in burial pits
oper loci/construction of disposal pits
Incinerators
Incomplete combustion
econdarystack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
rade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads (iFarm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
( ndowner Signature)
AMOC--November 11, 1996

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: Pre.s4-at raleins
b. Contractors Address: G;n-I-ors
c. Contractors Phone: q(0-544-5rml
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead
Swine production
() etative or wooded buffers;
( Recommended best management
pra
( ood judgment and common sense
Animal body surfaces
Dirty manure -covered animals
() Dry floors
Floor surfaces
Wet manure -covered floors
e(,YSIo floors;
( )'Waterers located over slotted floors;
() Feeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
() Frequent manure removal by flush,pit
recharge,or scrape
{) Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
{ an aintenance;
WEdificient air movement
Indoor surfaces
Dust
( ashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyanance '
(1 Underfloor flush with underfloor
ventilation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
(1 Sump tank covers
Outside drain collection
or junction boxes
Agitation during wastewater
conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater
(1 Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
( roper lagoon liquid capacity
() Correct lagoon startup procedures
() Minimum surface area -to -volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
irrigate on dry days with little or no wind
() Minimum recommended operation pressure
() Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
HMOC--November 11, 1996

storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
(1 Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
() Soil infection of slurry/sludges
()Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads arm access road maintenance
oads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
_5 J
(Landowner Signature)
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(Mush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
() Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders
Feed Spillage
() Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes
Systems
() Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
sL
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
. 1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per ' J00 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

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

EMERGENCY ACTION PLAN
Using this outline as guidance, you should develop a specific emergency action plan for
your waste handling system. 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 available to all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format:
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:
add soil to berm to temporarily increase elevation of dam —any
permanent alteration of the dam should be approved by a
qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers) —hold waste in
house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field —actions include:
. immediately stop waste application
. create a temporary diversion or berm to contain the waste on
the field
. incorporate waste to reduce further runoff
c. Leakage from the waste distribution system:
. pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
. flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
d. Leakage from base or sidewall of lagoon. Often these are seepage as
opposed to flowing leaks —possible action*:
. dig a small well or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon
. if holes are caused by burrowing animals,trap or remove
animals and fill holes and compact with a clay type soil
. other holes may be likewise temporarily plugged with clay soil
*Lagoon problems require the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury,fish kills, or property
damage?
3. Contact appropriate agencies.
a. During normal business hours, call your DEM regional office, at
910-395-3900, after hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone
number, the details of 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, what corrective measures have been under taken,
and the seriousness of the situation.
b. If spill leaves, or is likely to leave, property or enters surface
waters, call local emergency management services (EMS) at 910-296-
2160.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
Natural Resources Conservation Service office at 910-296-2121,
and Cooperative Extension Service at 910-296-2143for
advice/technical assistance.
e. If you are a contract swine grower associated with a swine company
integrator, contact the company representative.
4. Implement procedures as advised by DEM 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458
KENANSVILLE, NORTH CAROLINA 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277
KENANSVILLE, NORTH CAROLINA 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909
KENANSVILLE, NORTH CAROLINA 28349
910-296-2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NORTH CAROLINA 28405-3845
910-395-3900

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