020003_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: 02-0003 Certificate Of Coverage Number: AWCO20003
2. Facility Name: Payne Dairy
3. Landowner's Name(same as on the Waste Management Plan): Donald G Paine
4. Landowner's Mailing Address: 4566 Paul PaN ne Store Rd,
City: Taylorsville State: NC Zip: 28681
Telephone Number: 828-632-9223 Ext.- E-mail:
5• Facility's Physical Address: 4566 Paul Payne Store Rd
City: Tay lorsville State: NC Zip: 28681
6. County where Facility is located: Alexander
7. Farm Manager's Name(if different from Landowner): M�les Garth Payne
8. Farm Manager's telephone number(include area code): 828-312-5254 Ext. s
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): Donald G.Payne Phone No.: 828-632-9223 OIC#: 20977
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Cattle-Milk Cow 500
Operation Types:
Swine Cattle Dry Poultry Other Type
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
APR 0 4 200
wowntaxy
sue,

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Design
Estimated Liner Type Estimated Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
DRY STACK 1g� A 734-4s �l6 z
WSP 92 9&0 r43 'Jr000,Vf 18.00
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 b� the owner and a certified technical specialist,containing:
d 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
p. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
1. The maximum PAN to be applied to every land application field
,g: The waste application windows for every crop utilized in the WUP
1r The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4- Insect Control Checklist with chosen best management practices noted
y 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: [e-mail]

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 143-215.613, 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):
s
Name: �pd� x11J &' 1'�/he Title: ^cs;Jeh
Signature: N 1i• C Date: 3-� 9— �9
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

RfJY COOPER � •
caverrror ,� 4
MICHAEL S.REGAN
Secretary r-.
LINDA CULPEPPER NORTH CAROLINA
barrrtor Environmental Quality
February 26,2019
Donald G Payne
Payne Dairy
4566 Paul Payne Store Rd
Taylorsville,NC 28681
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at httRs://deg.nc. 2v/about/divisions/water-resources/water-quality-reeional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permitsyou must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed signed and returned by April 3, 2019.
Please note that you must include one I11 copy of the Certified Animal Waste Management Plan tCAWMPI with the
completed and signed application farm. A list of items included in the CAWMP can be found on paee 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
AP-
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Mooresville Regional Office,Water Quality Regional Operations Section
Alexander County Soil and Water Conservation District
AFOG Section Central Files-AWCO20003
North Carol'as Department ofEauroarbentfiQus,?tv IDivss�noflt'aterFkesovroes
912 ti.5aYsbury St.1 1838 Ma:SarVbe Center I Ra'*'&,North CaroNva 27595-18SS
91a.707.9 0

Nutrient Management Plan For Anima aste Ttilization—
10-08-2010
This plan has been prepared for: This plan has been developed by:
Payne Dairy Farm, Inc. Lee J. Holcomb
Donald Payne Alexander SWCD
4566Paul Payne Store Rd. 3741stAve.-SW
Taylorsville, NC 28681 Taylorsville, NC 28681
828-632-9223 828-632-0638
Deve er Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/ProduCer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Bate
Signature(manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: Bate
Techni Specialist Signature � 1�
APR
876867 Database Version 3.1
--------- Date Printed: 10-08-2010 Coffer tag j .,.# '

--- - - 1�Tarrative
Payne Dairy Farm, Inc.
Donald & Myles Payne
The Payne Dairy Farm is permitted for 500 Holstein cows,but currently manages around 300
milk cows. This Waste Plan assumes a dairy operation with 500 head of Holstein milk cows.
Refer to the aerial photos of the dairy operation for familiarity with the waste storage ponds and
drystack. The main waste storage pond is located at the dairy headquarters where the lot runoff,
milk parlor wash water, and silage leachate are captured. This main waste storage pond is
approximately 70'W x 100'L x 10'D. The primary waste storage pond is connected to the
secondary waste storage pond,through a pump system, at the intersection of Paul Payne Store
Rd. and Henry Rd. The waste is transferred from the primary storage pond to the secondary
waste storage pond and then irrigated through the dairy's irrigation system on nearby cropland
and hayland. The solid waste is scraped onto a concrete stacking pad and either hauled to the
drystack or land applied on the WUP fields.
Crop Notes
This plan is set up for a two year cropping system, but some systems with grass for pasture or
hay may last 8 years or longer depending on rainfall and levels of management. For record
keeping, continue to use the listed PAN amounts for the crop and field.
The two year crop rotation in the plan is Small Grain Silage, Soybeans, Manured, Double
Cropped, and Corn Silage. The Payne Dairy cuts small grain(wheat,barley, or oats)both for
silage and grain. The N rates are the same for barley, grain,wheat, grain, and small grain silage.
Therefore, there is no need for any N reduction since the PAN is the same. The manager's will
need to make the decision and then document on the waste record keeping forms which
harvesting method was chosen. If small grains are grown for a cover crop, only 30 lbs. of PAN
can be applied, and that amount must be deducted from the next crop.
A similar situation applies for fields that the Payne Dairy rotates back and forth between pasture
and hayland. Waste should be applied to the fields at the lesser N rate for pasture,unless
documented by the manager that those fields are being harvested for hay.
Animal waste can only be applied to land that will be harvested. In the event of crop failure after
animal waste has been applied,replant another crop that can use the nutrients.
The PAN for crops following soybeans must be reduced by 20 lbs.to account for the nitrogen
carry over. If Alfalfa is grown,the PAN would need to be reduced by 801bs. for the next crop.
1

ote-to-the-managers'-reviewing the waste plan There are instances where the recommended
amount of Nitrogen per acre is not applied at the full rate when reviewing the Waste Utilization
Table. This is because the software shows how much waste is applied during a calendar year.
For example, small grain silage has waste applied at planting in October or November, and then
applied again the next spring. Locate which crop is being produced,follow the allowable PAN
per acre, and document on your waste record keeping forms. Take a look at the Waste
Utilization Table and get familiar with the tables.
Note to DWQ & DSWC reviewers of the waste plan—The irrigation pulls are shown on Map
14 of the WUP maps. These pulls were drawn from a map to scale from Gra-Mac Irrigation.
Each pull has been listed as a different field in the waste plan, and the wettable acres were
determined by Gra-Mac Irrigation. This map is not entirely accurate when overlaying it onto a
ArcMap map to the same scale. In an effort not to "double count" acres on fields that receive
both solids and irrigation,the planner subtracted the total usable acres in the field by the irrigated
acres and that is the amount of broadcast solid waste acres usable. Refer to the Waste Plan Tract
Map Index inserted in front of the W'JP maps for examples. Therefore,the producer may apply
two different wastes or just one type of waste on irrigated fields. The producer should maintain
record keeping on the appropriate forms as usual(i.e. irrigation or solids) and make sure not to
exceed the maximum allowable PAN.
2

Animal Waste Sources
U1 —Payne Dairy Liquid Manure Slurry
500 milk cows produce 1,656,800 gals of liquid manure slurry with 847 lbs. of PAN.
See Payne Dairy waste storage pond designs for support information on manure volume
and storage available.
See User Defined Worksheet for concentrations used in Nutrient Management Software.
S 1 —Dairy(Milk Cow) Solid Waste
500 milk cows produce 8,500 tons of Manure per year and 36,551 lbs of PAN.
Special Notes
The gelds that are irrigated are fields 2, 11 a, and 11 b on Tract 9460. Please note that these fields
receive both solid and liquid slurry for crop fertilizer requirements. These two sources on both
fields are shown in the Waste Utilization Table.
Waste Storage Pond Capacities: Primary Waste Storage Pond— 12,231 ft3 or 91,488 gals.
Secondary Waste Storage Pond—209,267 ft3 or 1,565,317 gals.
Drystack or Waste Storage Structure—6000 ft3
3

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
U1 Payne Dairy Liquid Manure Slurry waste generated 1,656,800 gals/year by a 500
animal Dairy(Milk Cow)Liquid Manure Slurry operation.This production facility has
waste storage capacities of approximately 60 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 932
Incorporated 1271
Injected 1440
Irrigated 847
Max. Avail: Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 847 210$5 -20,238 41,231,2150 -39,574,450
Year 2 847 26890 -26,043 52,583,561 -50,926,761
S 1 Dairy(Milk Cow)Solid waste generated 8,500.00 tons/year by a 500 animal Dairy
(Milk Cow) Solid operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 36551
Incorporated 48451
Injected N/A
Irrigated N/A
Max. Avail. Actual PAN PAN Surplus/ Actual Quantity Surplus/Deficit
PAN(Ibs) *I Applied 0bs) Deficit(lbs) Applied(Tons) (Tons)
Year 1 36,551 66538 -29,987 15,473.81 -6,973.81
Year 2 36,551 115794 -39,243 17,626.37 -9,126.37
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled"Soil Facts: Use of On-Farm Records for Modifying a Certified Animal Waste Management Plan"for
guidance on using on-farm records to develop a User Defined Source.
- -------------------------------------- -----------------------------------------
Note: In source ID,S means standard source,U means user defined source.
r Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
976867 Database Version 3.1 Date Printed: 10-08-2010 Source Page 1 of 1

'.'he table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
i ield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useabie beaching
Tract Field Acres Aces Index(LI) Soil Series Crop Sequence RYE
0742 6 13.10 12.20 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Corn,Silage 18.4 Tons
0780 1 4.00 3.00 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
0780 2 13.40 12.20 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Corn,Silage 21.9 Tons
0780 3 2.90 2.50 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Com,Silage 21.2 Tons
0789 1 32.60 32.201 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
0816 1 1 6.40 6.40 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Corn,Silage 21.2 Tons
0890 1 2.80 2.10 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
1166 2 2.70 2.40 15.0 Cecil Fescue Hay 4.9 Tons
1175 2 9.80 9.80 15.0 Cecil Small Grain,Silage/Hay 8.8 Tons
Soybeans,Manured,Double Crop 34 bu.
Com,Silage 18.4 Tons
1802 t 4.00 3.40 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage . 21.9 Tons
1802 2 6.90 6.60 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Con,Silage 18.4 Tons
876867 Database Version 3.1 Date Printed 10/8/2010
PCs Page 1 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1802 4 7.40 7.40 15.0 Pacolet Fescue Pasture 4.1 Tons
Fescue Hay 4.1 Tons
1802 5 6.30 6.30 15.0 Pacolet Fescue Pasture 4.1 Tons
Fescue Hay 4.1 Tons
1841 1 4.40 4.40 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
1841 6 5.60 5.40 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
Corn,Silage 22.5 Tons
1877 1 3.90 3.90 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
Corn,Silage 22.5 Tons
1877 2 6.10 6.10 15.0 ICecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Corn,Silage 21.9 Tons
1877 3 12.70 12.40 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Corn,Silage 18.4 Tons
1877 4 5.10 3.801 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Corn,Silage 21.2 Tons
1893 1 3.70 3.70 15.0 Cecil Small Grain;Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
Corn,Silage 22.5 Tons
1893 2 9.10 9.10 15.0 Pacolet Small Grain,Silage/Hay 8.3 Tons
Soybeans,Manured,Double Crop 31 bu.
Corn,Silage 18.4 Tons
1893 3 6.30 6.30 15.0 Pacolet Fescue Pasture 3.9 Tons
1893 4 18.90 17.70 15.0 Pacolet I Fescue Pasture 4.1 Tons
1893 5 3.50 3.00 15.0 Pacolet Fescue Pasture 3.6 Tons
9460 02 81.80 14.44 15.0 Cecil Small Grain,Silagei3-lay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Corn,Silage 21.9 Tons
9460 02-04 8.89 8.89 15.0 Cecil ISmall Grain,Silage/Fay 10.8 Tons
876867 Database Version 3.1 Date Printed 1002010
PCs Page 2 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Double Crop 41 bu.
Corn,Silage 22.5 Tons
9460 02-05 7.52 7.52 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
Cam,Silage 22.5 Tons
9460 02-06 8.89 8.89 15.0 Pacolet Small Grain,Silage/Hay 8.6 Tons
Soybeans,Manured,Double Crop 32 bu.
Corn,Silage 19.0 Tons
9460 02-07 8.39 8.39 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu,
Cam,Silage 22.5 Tons
9460 02-08 7.34 7.34 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
Cam,Silage 22.5 Tons
9460 02-09 7.52 7.52 15.0 Cecil Small Grain,Silage/Hay 10.8 Tons
Soybeans,Manured,Double Crop 41 bu.
Corn,Silage 22.5 Tons
9460 02-10 7.52 7.52 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Corp,Silage 21.9 Tons
9460 02-11 8.89 8.89 15.0 Pacolet Small Grain,Silage/Hay 8.6 Tons
Soybeans,Manured,Double Crop 32 bu.
Corn,Silage 19.0 Tons
9460 03 18.10 16.30 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Cam,Silage 21.9 Tons
9460 09 16.60 15.30 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Corn,Silage 21.9 Tons
9460 10 9.20 9.10 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Cam,Silage 21.9 Tons
9460 l la 18.80 0.00 15.0 Cecil Small Grain,Silage/Hay 10.4 To
Soybeans,Manured,Double Crop 40 bu.
Corn,Silage 21.9 Tons
9460 11a-113 8.89 8.89 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
876867 Database Version 3.1 Date Printed 10/8/2010
PCS Page 3 of 5
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
9460 1 la-213 7.52 7.52 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
9460 11a-313 8.89 8.891 15.0 Pacolet Small Grain,Silage/Hay 8.6 Tons
Soybeans,Manured,Double Crop 32 bu.
Corn,Silage 19.0 Tons
9460 1lb 39.40 21.55 15.0 Pacolet Fescue Pasture 4.1 Tons
9460 l lb-lA 6.04 6.041 15.0 Cecil Fescue Pasture 4.8 Tons
9460 11b-2A 5.28 5.28 15.0 Cecil Fescue Pasture 4.8 Tons
9460 11b-3A 6.33 6.33 15.0 Pacolet Fescue Pasture 4.3 Torts
9460 12 6.40 6.40 15.0 Pacolet Fescue Hay 4.1 Tons
9460 19 1 8.80 8.80 15.0 Pacolet Fescue Pasture 4.1 Tons
Fescue Hay 4.1 Tons
9493 d 12.40 11.40 15.0 Cecil Small Grain,Silage/Hay 10.1 Tons
Soybeans,Manured,Double Crop 39 bu.
Corn,Silage 21.2 Tons
9493 2 4.60 4.501 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage 21.9 Tons
9636 6 21.70 21.70 15.0 Cecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Double Crop 40 bu.
Com,Silage i 21.9 Tons
9636 7 22.50 21.70 15.0 lCecil Small Grain,Silage/Hay 10.4 Tons
Soybeans,Manured,Doubie Crop 40dbu..Com,Silage 21.9 T
PLAN TOTALS: 559.81 441.40
876867 Database Version 3.1 Date Printed 10/8/2010
PCs Page 4 of 5
NOTE: Symbol*means user entered data.

LI Potential LeachingTechnical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. Ithe soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Tenn No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
876867 Database Version 3.1 Date Printed 10/3/2010
PCS Page 5 of 5
NOTE: Symbol*means user entered data.

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The Vv-_.....,Utilization table shown below summarizes the waste utilization 1,. for this operation. This plan provides an estimate of the number a, „ ::s 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
Nitrogen Cmia Res, Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
0742 6 Sl Pacolet 13.10 12.20 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 0 Broad. 55 0.00 12.84 0.00 156.61
0742 6 S1 Pacolet 13.10 12.20 Soybeans,Manured,Double Crop 31 bu. 4/1-9/15 121 1 0 1 0 Broad.1 121 0.00 28.14 0.00 343.30
0780 1 S1 Cecil 4.00 3.00 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 48.14
0780 1 SI Cecil 4.00 3.00 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 108.84
0780 2 S1 Cecil 13.40 12.20 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 1 69 0.00 16.04 0.00 195.76
0780 2 SI Cecil 13.40 12.20 Soybeans,Manured,Double Crop 40 bu. 4/t-9/15 156 1 0 0 Broad. 156 0.00 36.28 0.00 442.60
0786 3 Si Cecil 2.90 2.50 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 67 0.00 15.63 0.00 39.07
0780 3 sl Cecil 2.90 2.50 Soybeans,Manured,Double Crop 39 bu. 4/1-9/15 152 0 0 Broad. 152 0.00 35.35 0.00 88.37
0789 1 S1 Cecil 32.60 32.20 Small Grain,Silage/Hay 10.4 9/1-3/31 1 115 0 0 Broad. 69 0.00 16.04 0.00 516.69
0789 1 S1 Cecil 32.60 32.20 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 1 0 Broad. 156 0.00 36.28 0.00 1,168.17
0816 1 Si Cecil 6.40 6.40 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 67 0.00 15.63 0.00 100.02
0816 1 SI Cecil 6.40 6.40 Soybeans,Manured,Double Crop 39 bu. 4/1-9/15 152 0 0 Broad. 1 152 0.00 35.35 0.00 226.23
0890 1 Si Cecil 2.80 2.10 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 33.70
0890 1 S l Cecil 2.80 2.10 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 1 0 0 Broad. 156 0.001 36.28 0.00 76.18
1166 2 S1 Cecil 270 2.40 Fescue Hay 49 Tons 8/1-7/31 .218 0 0 Broad. 218 0.00 50.70 0.00 12t.67
1175 2 S1 Cecil 9.80 9.80 Small Grain,Silage/Hay 8.8 Tons 9/1-3/31 98 0 0 Broad. 59 0.00 13.67 0.00 134.01
876867 Database Version 3.1 Date Printed: 10/8/'2010 WUT Page 1 of 10

Waste Ui 1n Table --ar I
i Nitrogen Comm. Res. Manure Liquid Solid Liqu-, Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
it Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APplic• APplic• 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gd/A Tons 1000 gals tons
1175 2 S1 Cecil 9.80 9.80 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 132 0 0 Broad. 132 0.00 30.70 0.00 300.83
1802 1 S1 Cecil 4.00 3.40 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 54.56
1802 1 S1 Cecil 4.00 3.40 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.2$ 0.00 123.35
1802 2 S1 Pacolet 6.90 6.60 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 0 Broad. 55 0.00 12.84 0.00 84.73
1802 2 S1 Pacolet 6.90 6.60 Soybeans,Manured,Double Crop 31.bu. 4/1-9/15 121 0 0 Broad. 121 0.00 28.14 0.00 185.72
1802 4 S1 IVacolet 7.40 7.40 1 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 69 0.00 15.93 0.00 117.88
1802 4 Sl Pacolet .7.40 7.40 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 91 0.00 21.16 0.00 156.60
1802 5 S1 Pacolet 6.30 6.30 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 69 0.00 15.93 0.00 100.36
1802 5 S1 Pacolet 6.30 6.30 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 91 0.00 21.16 0.00 133.32
1841 1 Sl Cecil 4.40 4.40 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 70.60
1841 1 St Cecil 4.40 4.40 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 159.63
1841 6 Sl Cecil 5.60 5.40 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Broad. 72 0.00 16.75 0.00 90.42
1841 6 S1 Cecil 5.60 5.40 Soybeans,Manured,Double Crop 41 bu. 4/1-9115 159 0 0 Broad. 159 0.00 36.98 0.00 199.67
1877 1 S1 Cecil 3.90 3.90 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Broad. 72 0.00 16.75 0.00 65.30
1877 I S1 Cecil 3.90 3.90 Soybeans,Manured,Double Crop 41 bu. 411-9/15 159 0 0 Broad. 159 0.00 36.98 0.00 144.21
1877 2 S1 Cecil 6.10 6.10 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.001 97.88
1877 2 Sl Cecil 6.10 6.10 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 221.30
1877 3 Sl Pacolet 12.70 12.40 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 0 Broad. 55 0.00 12.84 0.00 159.18
1877 3 St Pacolet 12.70 12.40 Soybeans,Manured,Double Crop 31 bu. 4/1-9/15 121 0 0 Broad. 121 0.00 28.14 0.00 348.92
1877 4 Si Cecil 5.10 3.80 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 67 0.00 15.63 0.00 59.39
1877 4 S1 Cecil 5.10 .3.80 Soybeans,Manured,Double Crop 39 bu. 4/1-9/15 152 0 0 Broad. 152 0.00 35.35 0.00 134.32
1893 1 St Cecil 3.70 3.70 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Broad. 72 0.00 16.75 0.00 61.95
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 2 of 10

Waste Ut, )n Table -ar 1
Nitrogen Cwnm. Res. Manure Liquid Solid Liqum.• -` Solid
PA Fert. Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre), (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. AppHc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1893 1 S1 Cecil 3.70 3.70 Soybeans,Manured,Double Crop 41 bu. 4/1-9/15 159 0 0 Broad. 159 0.00 .36.98 0.00 136.81
1893 2 SI Pacolet 9.10 9.10 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 0 Broad. 55 0.00 12.84 0.00 116.81
1893 2 1 S1 Pacolet 9.10 9.10 Soybeans,Manured,Double Crop 31 bu. 4/1-9/15 1 121 0 0 Broad. 121 0.00 28.14 0.00 256.07
1893 3 SI Pacolet 6.30 6.30 Fescue Pasture 3.9 Tons "8/1-7/31 130 0 0 Broad. 130 0.00 30.23 0.00 190.46
1893 4 Sl Pacolet 18.90 17.70 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 137 0.00 31.86 0.00 563.92
1893 5 S1 Pacolet 3.50 3.00 Fescue Pasture 3.6 Tons 8/1-7/31 120 0 0 Broad. 120 0.00 27.91 0.00 83.72
9460 02 S1 Cecil 81.80 14.44 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 231.71
9460 02 St Cecil 81.80 14.44 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 523.86
9460 02-04 Ul Cecil 8.89 8.89 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 6q 117.33 0.00 1,043.06 0.00
9460 02-04 UI Cecil 8.89 8.89 Soybeans,Manured,Double Crop 41 bu. 411-9/15 )59 0 0 brig. 159 310.92 0.00 2,764.10 0.00
9460 02-05 Ul Cecil 7.52 7.52 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.3.3 0.00 882.32 0.00
9460 02-05 UI Cecil 7.52 7.52 Soybeans,Manured,Double Crop 41 bu. 4/1-9/15 159 0 0 brig. 159 310.92 0.00 2,338.14 0.00
9460 02-06 Ul IPacolct 8.89 8.89 Small Grain,Silage/Hay 8.6 Tons 9/1-3/31 95 0 0 brig. 48 92.89 0.00 825.75 0.00
9460 02-06 UI Pacolet 8.89 8.89 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 124 0 0 Irrig. 1.24 242.48 0.00 2,155.65 0.00
9460 02-07 UI Cecil 8.39 8.39 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.33 0.00 984.39 0.00
9460 02-07 IJ1 Cecil 8.39 8.39 Soybeans,Manured,Double Crop 41 bu. 4/1-9/15 1 159 0 0 Irrig. 159 310.92 0.00 2,608.64 0.00
9460 02-08 Ul Cecil 7.34 7.34 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.33 0.00 861.20 0.00
9460 02-08 Ul Cecil 7.341 7.34 Soybeans,Manured,Double Crop 41 bu. 4/1-9/15 159 0 0 Irrig. 159 310.92 0.00 2,282.171 0.00
9460 02-09 U1 Cecil 7.52 7.52 Small Grain,Silage/Hay 10.8 J 9/1-3/31 120 0 0 irrig. 60 117.33 0.00 882.32 0.00
9460. 02-09 Ul Cecil T52 7.52 Soybeans,Manured,Double Crop 41 bu. 4/1-9/15 159 0 0 Irrig. 159 310.92 0.00 2,338.14 0.00
9460 02-10 UI Cecil 7.52 7.52 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Irrig. 58 112.44 0.00 845.55 0.00
9460 02-10 U1 Cecil 7.52 7.52.Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Irrig. 156 305.06 0.00 2,294.02 0.00
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 3 of 10

Waste U1 In fable -ar 1
Nitrogen Comm. Res. Manure Liquid Solid Liqu._..: Solid
PA Fen. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppfied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
9460 02-I1 U1 Pacolet 8.89 8.89 Small Grain,Silage/Hay 8.6 Tons 9/1-3/31 95 0 0 Irrig. 48 92.89 0.00 825.75 0.00
9460 02-11 U1 Pacolet 8.89 8.89 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 124 0 0 Irrig. 124 242.48 0.00 2,155.65 0.00
9460 03 Sl. Cecil 18.10 16.30 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 261.55
9460 03 S1 Cecil 18.10 16.30 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 591.34
9460 09 S1 Cecil 16.60 15.30 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 245.51
9460 09 S1 Cecil 16.60 15.30 Soybeans,Manured,Double Crop 40 bu 4/1-9/15 156 0- 0 Broad. 156 0.00 '36.28 0.00 555.06
9460 10 S1 Cecil 9.20 9.10 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 146.02
9460 10 S1 Cecil 9.20 9.10 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 330.13
9460 1 la U1 Cecil 18.80 0.00 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Irrig. 58 112.44 0.00 0.00 0.00
9460 I la U1 Cecil 18.80 0.00 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Irrig. 156 305.06 0.00 0.00 0.00
9460 1la-113 Ul Cecil 8.89 8.89 Small Grain,Silage/Hay 10.4 9/1-3/31 115 .0 0 Irrig. 58 112.44 0.00 999.60 0.00
9460 1la-113 UI Cecil 8.89 8.89 Soybeans,Manured,Double Crop 40 bu. 4/1-9115 156 0 0 Irrig. 156 305.06 0.00 2,711.95 0.00
94.60 11a-2B UI Cecil 7.52 7.52 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Irrig. 58 112.44 0.00 845.55 0.00
9460 1 la-2B Ul Cecil 7.52 7.52 Soybeans,Manured,Double Crop 40 bu. 411-9/15 156 0 0 Irrig. 156 305.06 0.00 2,294.021 0.00
9460 1la-313 Ul Pacolet 8.89 8.89 Small Grain,Silage/Hay 18.6 Tons 9/1-3/31 95 0 0 Irrig. 48 92.89 0.00 825.75 0.00
9460 11a-3B UI Pacolet 8.89 8.89 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 124 0 0 Irrig. 124 242.48 .0.00 2,155.65 0.00
9460 ]lb S1 Pacolet 39.40 2.1.55 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 137 0.001 31.86 0.00 686.58
9460 11b-lA Ul Cecil 6.04 6.04 Fescue Pasture 4.8 Tons 8/1-7/31 160 0 0 Irrig. 160 312.88 0.00 1,889.78 0.00
9460 11b-2A U1 Cecil 5.28 5.281 Fescue Pasture 4.8 Tons 8/1-7/31 160 0 0 Irrig. 160 312.88 0.00 1,652.00 0.00
9460 11b-3A Ul Pacolet 6.33 6.33 Fescue Pasture 4.3 Tons 8/1-7/31 143 0 0 Irrig. 143 279.64 0.00 1,770.09 0.00
9460 12 S1 Pacolet 6.40 6.40 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 182 0.00 42.32 0.00 270.88
9460 19 S1 Pacolet 8.80 8.80 Fescue Pasture 4.1 Tons 8/l-7/31 137 0 0 Broad. 69 0.00 15.93 0.00 140.18
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 4 of 10

Waste U( in Table -ar 1
Nineteen Comnn. Res. Manure Liquid Solid LigL. Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Usc. Applic. Appk 1000
Tract Field 1D I Soil Series Acres Acres Crop RYE Period N N N Method N gal/q Tons 1000 gals tons
9460 19 S1 Pacolet 8.80 8.80 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 91 0.00 21.16 0.00 186.23
9493 1 S1 Cecil 12.40 11.40 Small Grain,Silage/Hay 10.1 9/1-3131 112 0 0 Broad. 67 0.00 15.63 0.00 178.16
9493 1 S1 Cecil 12.40 11.40 Soybeans,Manured,Double Crop 39 bu. 4/1-9/15 152 0 0 Broad. 152 0.00 35.35 0.00 402.97
9493 2 S1 Cecil 4.60 4.50 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 72.21
9493 2 S1 Cecil 4.60 4.50 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 163.25
9636 6 S1 Cecil 21.70 21.70 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 348.20
9636 6 S1 Cecil 21.70 21.70 Soybeans,Manured,Double Crop 40 bu,. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 787.24
9636 7 SI Cecil 22.50 21.70 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 69 0.00 16.04 0.00 348.20
9636 7 S1 Cecil 22.50 21.70 Soybeans,Manured,Double Crop 40 bu. 4/1-9/15 156 0 0 Broad. 156 0.00 36.28 0.00 787.24
Total Applied, 1000 gallons 41,231.25
Total Produced,1000 gallons 1,656.80
Balance,1000 gallons -39,574.45
Total Applied,tons 15,473.81
Total Produced,tons 8,500.00
Balance,tons -6,973.81
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 5 of 10

Waste Ut n Table .,ar 2 _
Nitrogen COMM. Res. Manure Liquid Solid Liqu.._,_ Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. IOOD
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
0742 6 S1 Pacolet 13.10 12.20 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 0 Broad. 37 0.00 8.56 0.00 104,41
0742 6 S1 Pacolet 13.10 12.20 Corn,Silage 18.4 2/15-6/30 201 0 20 Broad. 181 0.00 42.09 0.00 513.53
0780 1 Sl Cecil 4.00 3.00 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.001 32.09
0780 1 S1 Cecil 4.00 3.00 Corn,Silage 21.9 2/1.5-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 152.79
0780 2 S1 Cecil. 13.401 12.20 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 130.51
0780 2 SI Cecil 13.40 12.20 Com,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 621.34
0780 1 3 S1 ICecil _ 2.90 2.50 Small Grain,Silage/Hay 10.1 9/1-3/31 ➢l2 0 0 Broad. 45 0.00 10.42 0.00 26.05
0780 3 SI Cecil 2.90 2.50 Corn,Silage 21.2 2/15-6/30 231 0 20 Broad. 211 0.00 49.07 0.00 122.67
0789 1 S1 Cecil 32.60 32.20 Small Grain,Silage/Hay 10.4 911-3/31 115 0 0 Broad. 46 0.00 10.70 0.001 344.46
0789 1 S1 Cecil 32.60 32.20 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 1,639.93
0816 1 Sl Cecil 6.40 6.40 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 45 0.00 10.42 0.00 66.68
0816 1 S1 Cecil 6.40 6.40 Corn,Silage 21.2 2/15-6/30 231 0 20 Broad. 211 0.00 49.07 0.00 314.04
0890 1 S1 Cecil 2.80 2.10 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 22.46
0890 1 Sl Cecil 2.801 2.101 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 106.95
1166 2 S1 Cecil 2.70 2.40 Fescue Hay 4.9 Tons 8/1-7/31 218 0 0 Broad. 218 0.00 50.70 0:00 121.67
1175 2 SI Cecil 9.80 9.80 Smal➢Grain,Silage/Hay 8.8 Tons 9/1-3/3) 98 0 0 Broad. 39 0.00 9.12 0.00 89.34
1175 2 Sl Cecil 9.80 9.80 Corn,Silage 18.4 2/15-6/30 201 0 20 Broad. 181 0.00 42.09 0.00 412.51
1802 1 SI Cecil 4.00 3.40 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 36.37
1802 1 Sl Cecil 4.00 3.40 Corn,Silage 1 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 173.16
1802 2 Sl Pacolet 6.90 6.60 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 0 Broad. 37 0.00 8.56 0.00 56.48
1802 2 S1 Pacolet 6.90 6.60 Corn,Silage 18.4 2/15-6/30 201 0 20 Broad. 181 0.00 42.09 0.00 277.81
1802 4 Sl Pacolet 7.40 7.40 Fescue Pasture 14.1 Tons 8/1-7/31 337 j 0 0 Broad. 69 0.00 15.93 0.00 117.88
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 6 of 10

Waste W. in Table ear 2
NivuTen Comm Res. Manure Liquid Solid Liquiw, 7Appfied
d
PA Fert. (lbs/A) PA ManureA Manure Manure ure
Nutrient Nutrient Nutrient pphed Applied Applied Req'd Applied Applied (acre) (acre) (Field) d)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applie. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N ga►/A Tons 1000 gals tons
1802 4 S1 Pacolet 7.40 7.40 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 91 0,00 21.16 0.00 156.60
t802 5 S1 Pacolet 6.30 6.30 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 69 0.00 15.93 0.00 100.36
1802 5 SI Pacolet 6.30 6.30 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 91 0.00 21.16 0.001 133.32
1841 1 S1 Cecil 4.401 4.40 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 47.07
1841 1 S1 Cecil 4.40 4.40 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 224.09
1841 6 St Cecil 5.60 5.40 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Broad. 48 0.00 11.16 0.00 60.28
1841 6 S1 Cecil 5.60 5.40 Corn,Silage 22.5 2/15-6/30 245 0 20 Broad. 225 0.00 52.321 0.00 282.55
1877 1 SI Cecil 3.90 3.90 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Broad. 48 0.00 11.16 0.00 43.54
1877 1 S1 Cecil 3.90 3.90 Corn,Silage 22.5 2/15-6/30 245 0 20 Broad. 225 0.00 52.32 0.00 204.07
1877 2 SI Cecil 6.10 6.10 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.001 10.70 0.001 65.26
1877 2 S1 Cecil 6.10 6.10 Corn.,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 310.67
1877 3 S1 Pacolet 12.70 12.40 Small Grain,Silage/Hay 8.3 Touts 911-3/31 92 0 0 Broad. 37 0.00 8.56 0.00 106.12
1877 3 SI Pacolet 12.70 12.40 Corn,Silage 18.4 2/15-6/30 201 0 20 Broad. 181 0.00 42.09 0.00 521.95
1877 4 SI Cecil 5.10 3.80 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 45 0.00 10.42 0.00 39.59
1877 4 S1 Cecil 5.10 3.80 Corn,Silage 21.2 2/15-6/30 231 1 0 20 1 Broad. 211 0.00 49.07 0.00 186.46
1893 1 SI Cecil 3.70 3.70 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Broad. 48 0.00 11.16 0.00 41.30
1893 1 S1 Cecil 3.70 3.70 Corn,Silage 22.5 2/15-6/30 245 0 20 Broad. 225 0.00 52.32 0.00 193.60
1893 2 S1 Pacolet 9.10 9.10 Small Grain,Silage/Hay 8.3 Tons 9/1-3/31 92 0 1 0 Broad. 37 0.00 8.56 0.00 77.88
1893 2 S1 Pacolet 9.10 9.10 Corn,Silage 18.4 2/15-6/30 201 0 20 Broad. 181 0.00 42.09 0.00 383.04
1893 3 S1 Pacolet 6.30 6.30 Fescue Pasture 3.9 Tons 8/1-7/31 130 iD 0 Broad. 130 0.00 30.23 0.00 190.46
1893 4 S1 Pacolet 18.90 17.70 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 137 0.001 31.86 0.00 563.92
1893 5 S1 Pacolet 3.50 3.00 Fescue Pasture 3.6 Tons 8/1-7131 120 0 0 Broad. .120 0.00 27.91 0.00 83.72
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 7 of 10

Waste U( )n Table :ar 2
Nitrogen Conm. Res. Manure Liquid Solid Liqu. Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use, Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
9460 02 St Cecil 81.80 14.44 Small Grain,Silage/Hay 10.4 9/1-3131 115 0 0 Broad. 46 0.00 10.70 0.00 154.47
9460 02 SI Cecil 81.80 14.44 Com,Silage 21.9 2/15-6/30 239 0 20 Broad. l64 0.00 38.14 0.00 550.73
9460 02-04 U1 Cecil 8.89 8.89 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.33 0.00 1,043.06 0.00
9460 02-04 UI Cecil 8.89 8.89 Com,Silage 22.5 2/15-6/30 245 0 20 Irrig. 225 439.99 0.00 3,911.47 0.00
9460 02-05 Ul Cecil 7.52 7.52 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.33 0.00 882.32 0.00
9460 02-05 U1 Cecil 7.52 7.52 Com,Silage 22.5 2/15-6/30 245 0 20 brig. 225 439.99 0.00 3,308.69 0.00
9460 02-06 Ul Pacolet 8.89 8.89 Small Grain,Silage/Hay 8.6 Tons 9/1-3/31 95 0 0 brig. 48 92.89 0.00 825.75 0.00
9460 02-06 U1 Pacolet 8.89 8.89 Corn,Silage 19.0 2/15-6/30 207 0 20 Irrig. 187 365.68 0.00 3,250.86 0.00
9460 02-07 U1 Cecil 8.39 8.39 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 .0 Irrig. 60 117.33 0.00 984.39 0.00
9460 02-07 U l ICecil 8.39 8.39 Com,Silage 22.5 2/15-6/30 245 0 20 J Irrig. 1 225 439.991 0.00 3,691.47 0.00
9460 02-08 UI Cecil 7.34 7.34 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.33 0.00 861.20 0.00
9460 02-08 U1 Cecil 7.34 7.34 Com,Silage 22.5 2/15-6/30 245 0 20 Irrig. 225 439.99 0.00 3,229.49 0.00
9460 02-09 Ul Cecil 7.52 7.52 Small Grain,Silage/Hay 10.8 9/1-3/31 120 0 0 Irrig. 60 117.33 0.00 882.32 0.00
9400 02-09 Ul Cecil 7.52 7.52 Corn,Silage 22.5 V15-6/30 245 0 20 Irrig. 2251 439.99 0.00 3,308.69 0.00
9460 02-10 Ul Cecil 7.52 7.52 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Irrig. 58 112.44 0.00 845.55 0.00
9460 02-10 U1 Cecil 7.52 7.52 Corn,Silage 21.9 2/15-6/30 239 0 20 Irrig. 219 428.25 0.00 3,220.45 0.00
9460 02-11 U1 Pacolet 8.89 8.89 Small Grain,Silage/Hay 8.6 Tons 9/1-3/31 95 0 0 Irrig. 48 92.89 0.00 825.75 0.00
9460 02-11 U t Pacolet 8.89 8.89 Com,Silage 19.0 2/15-6/30 207 0 20 Irrig. 187 365.68 0.001 3,250.86 0.00
9460 03 St Cecil 18.10 16.30 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 174.37
9460 03 SI Cecil 18.10 16.30 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 830.15
9460 09 S1 Cecil 16.60 15.30 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 163.67
9460 09 Sl Cecil 16.60 1530 Com,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0:00 SU.93 0.0(1 779.22
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 8 of 10

Waste Ut ►n Table -ar 2
Nirr;gen Comm. Res. Manure Liquid Solid Liqu.__, Solid
PA Fort. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied I Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres 1 Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
9460 10 SI Cecil 9.20 9.10 Small Grain,Silage/Hay 10.4 9/1-3/31 1.15 0 0 Broad. 46 0.00 10.70 0.00 97.35
9460 10 S1 Cecil 9.20 9.10 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 463.46
9460 Ila U1 Cecil 18,80 0.00 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Irrig. 58 112.44 0.00 0.00 0.00
9460 1la U1 Cecil 18.80 0.00 Corn,Silage 21.9 2/15-6/30 239 0 20 Irrig, 219 428.25 0.00 0.00 0.00
9460 I la-1B U1 Cecil 8.89 8.89 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 brig. 58 112.44 0.00 999.60 0.00
9460 lla-IB U1 Cecil 8.89 8.89 Corn,Silage 21.9 2/15-6/30 239 0 20 Irrig. 219 428.25 0.00 3,807.16 0.00
9460 l la-2B U1 Cecil 7.52 7.52 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Irrig. 58 112.44 0.00 845.55 0.00
9460 11a-2B U1 Cecil 7.52 '7.52 Corn,Silage 21.9 2/15-6/30 239 0 20 Irrig. 219 428.25 0.00 3,22.0.45 0.00
9460 11a-3B U1 Pacolet 8.89 8.89 Small Grain,Silage/Hay 8.6 Tons 9/1-3131 95 0 0 Irrig. 48 92.89 0.00 825.75 0.00
9460 11a-3B UI Pacolet 8.89 8.89 Corn,Silage 19.0 2/15-6/30 207 0 20 Irrig. 187 365.681 0.00 3,250.86 0.00
9460 Jib S1 Pacolet 39.40 21.55 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 137 0.00 31.86 0.00 686.58
9460 11b-IA U1 Cecil 6.04 6.04 Fescue Pasture 4.8 Tons 8/1-7/31 160 0 0 Irrig. 160 312.88 0.00 1,88938 0.00
9460 11b-2A U1 Cecil 5.28 5.28 Fescue Pasture 4.8 Tons 8/1-7/31 160 0 0 Irrig. 160 312.88 0.00 1,652.00 0.00
9460 1lb-3A UI Pacolet 6.33 6.33 Fescue Pasture 4.3 Tons 8/1-7/31 143 0 0 Irrig. 143 279.64 0.00 1,770.09 0.00
9460 12 S1 Pacolet 6,40 6.40 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 182 0.00 42.32 0.00 270.88
9460 19 SI IPacolet 8.80 8.80 Fescue Pasture 4.1 Tons 8/1-7/31 137 0 0 Broad. 69 0.00 15.93 0.00 140.18
9460 19 St Pacolet 8.80 8.80 Fescue Hay 4.1 Tons 8/1-7/31 182 0 0 Broad. 91 0.00 21.16 0.00 186.23
9493 1 SI Cecil 12.40 11.40 Small Grain,Silage/Hay 10.1 9/1-3/31 112 0 0 Broad. 45 0.00 10.42 0.00 118.77
9493 1. S1 Cecil 12.40 11.40 Corn,Silage 21.2 2/15-6/30 231 0 20 Broad. 211 0.00 49.07 0.001 559.39
9493 2 S1 Cecil 4.60 4.50 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 48.14
9493 2 S1 Cecil 4.60 4.50 Com,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 229.18
9636 1 6 SI Cecil 21.70 21.70 Small Grain,Silage/Hay 10.4 9/1-3/31 115 0 1 0 Broad. 46 0.00 10.70 0.00 232.14
876867 Database Version 3.1 Date Printed: 10/8/2010 WUT Page 9 of 10

Waste U1 )n Table ear 2
Nrlruecn Comm. Res. Manure Liquid Solid Liqufu'•-- Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
}I (Ibs/A) (lbs/A) (Ibs/A)
Source Total I Use. APplic. Applic• 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N g,al/A Tons 1000 gals tons
9636 6 Sl Cecil 21.70 21.70 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 1,105.17
9636 7 S1 Cecil 22.50 21.70 Small Grain,Silage/Hay 104 9/1-3/31 115 0 0 Broad. 46 0.00 10.70 0.00 232.14
9636 7 S1 Cecil 22.50 21.70 Corn,Silage 21.9 2/15-6/30 239 0 20 Broad. 219 0.00 50.93 0.00 1,105.17
Total Applied,1000 gallons 52,583.56
Total Produced,1000 gallons 1,656.80
Balance,1000 gallons -50,926.76
Total Applied,tons 17,626.37
Total Produced,tons 8,500.00
Balance,tons -9,126.37
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
876867 Database Version 3.1 Date Printed: 10/8/2010 W UT Page 10 of 10

be Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
Mth 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 maximums► 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
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
9460 02-04 Cecil 0.40 i.0
9460 02-05 Cecil 0.40 1.0
9460 02-06 Pacolet 0.40 1.0
9460 02-07 Cecil 0.40 1.0
9460 02-08 Cecil 0.40 1.0
9460 02-09 Cecil 0.40 1.0
9460 02-10 Cecil 0.40 1.0
9460 02-11 Pacolet 0.40 1.0
9460 11 a Cecil 0.40 1.0
9460 1la-iB Cecil w 0.40 1.0
9460 11a-2B Cecil 0.40 1.0
9460 11a-3B Pacolet 0.40 1.0
9460 11b-lA Cecil 0.40 1.0
9460 11b-2A Cecil 0.40 1.0
9460 11 b-3A Pacolet 0.40 1.0
876867 Database Version 3.1 Date Printed 10/8/2010 IAF Page 1 of 1
NOTE: Svmbol*means user entered data.

The Available Waste Storage(rapacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste SwragG C
Source Name I Payne Dairy Li uid Manure Slurry Design Storage Capacity(Days)
Start Date 9/1 60
Plan Year Month Available Storage Capacity(Days)
1 1 60
1 2 60
1 3 60
i 4 60
1 5 60
1 6 60
1 7 60
1 8 60
1 9 60
1 10 60
1 11 34
1 12 3
2 1 1
2 2 60
2 3 60
2 4 60
2 5 60
2 6 37
2 7 6
2 8 60
2 9 60
2 10 60
2 11 60
2. 12 60
*Available Storage Capacity is calculated as of the end of each month,
876867 Database Version 3.1 Date Printed: 10-08-2010 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).
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876867 Database Version 3.1 Date Printed: 10/8/2010 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.
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876867 Database Version 3.1 Date Printed: 10/8/2010 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.
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876867 Database Version 3.1 Date Printed: 10/8/2010 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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876867 Database Version 3.1 Date Printed: 10/8/2010 Specification Page 4

Narrative
This Waste Utilization Plan assumes a dairy operation with 500 head of Holstein milk cows. The main
waste storage pond is located at the dairy headquarters where the lot runoff,milk parlor wash water, and
silage leachate are captured. This main waste storage pond is approximately 70'W x 100'L x 10'D.
This primary waste storage pond is connected in series with a secondary waste storage pond near Henry
Rd(SR 1614). The waste is transferred from the primary storage pond to the secondary waste storage
pond and then irrigated through the dairy's irrigation system on nearby cropland and hayland. The solid
waste is scraped onto a concrete stacking pad and either hauled to the drystack or land applied on the
WUP fields.
Note in the plan that the 2 year crop rotation is Small Grain Silage, Soybeans, Manured,Double
Cropped,and Corn Silage. The Payne Dairy sometimes cuts small grain(barley,wheat,or oats)for grain
and sometimes for silage. The cooperator will make the decision and then document on the waste record
keeping forms which harvesting method was chosen. The N rates are the same for barley,grain,wheat,
grain,and small grain silage(Preferred crops by the Payne Dairy). Based on this information,there
should be no difference in N application rates from year to year or crop to crop.
A similar situation applies for fields that-the Payne Dairy rotates back and forth between pasture and
hayland. Waste should be applied to the fields at the lesser N rate for pasture,unless documented by the
cooperator that those fields are being harvested for hay.
The fields that receive irrigation are fields 2 and 11a on Tract 9460. Please note that these fields receive
both solid and liquid slurry for crop fertilizer requirements. The two sources for these fields are shown
in the waste plan.
This Nutrient Management Plan currently only addresses Nitrogen. The Alexander SWCD is in the
process of updating this plan and addressing both Nitrogen and Phosphorus. Looking at the recent
NCDA soil samples,the P-indexes are medium or lower and a change in the waste plan is not anticipated.
7/18/2008 -Entered waste plan into Nutrient Management Software. Still need to update tract maps and
field acreages. Obtained waste samples from waste storage pond dating back to 2001. Compiled data
and removed samples that were greater than or less than 48%of the mean for N concentration. Entered
in a user defined source from this data for liquid manure slurry.
7/28/2008 -Updated field acreages and tract maps. New tract maps are from 2005 Alexander County
Aerials produced from ArcGis 9.0. Still need to perform PLAT analysis on waste utilization fields.
2/16/09-Added Tract 9460,Field 3 to waste plan. Printed out new waste plan for Myles,along with
corresponding soils maps and waste utilization maps.
6/12/09-Received irrigation pulls map from Gra-Mac irrigation company. Updated waste plan to add
irrigation pulls as separate fields.
876867 Database Version 3.1 Date Printed: 10-08-2010 Narrative Page 1 of 2

Narrative
10/8/10-Changed T9460, Field 11A to SG Silage, Soybeans,and Com Silage rotation versus previous
Hay field.
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876867 Database Version 3.1 Date Printed: 10-08-2010 Narrative Page 2 of 2

WASTE MANAGEMENT SYSTEM
OPERATION AND -MAINTENANCE PLAN
PAYNE DAIRY ( DON PAYNE )
Alexander County, North Carolina
Designed for a herd size of 500 milking animals
In Cooperation with
Alexander Soil and Water Conservation District
And
U. S .D.A. Natural Resources Conservation Service
Cost Share Funding provided through the
N.C. Agricultural Cost Share Program
Revised July 6 , 1999

August 23, 1996
TABLE OF CONTENTS
SYSTEM OVERVIEW . . . . . . . . . . . . . . . . . . . . III
1. 'CONTAMINATED LIQUID WASTE HOLDING POND. . . . . . . . . . 1
2. IRRIGATION AND AGITATION SYSTEM . . . . . . . . . . . . . 2
3. CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM. . . . . 3
4. SOLID WASTE STORAGE STRUCTURE . . . . . . . . . . . . . . 4
5. CONCRETE CURBING. . . . . . . . . . . . . . . . . . . . . 5
6. ROOF GUTTERING. . . . . . . . . . . . . . . . . . . . . 5
7. LIVESTOCK EXCLUSION . . . . . . . . . . . . . . . . . . 6
8. CRITICAL AREA PLANTING. . . . . . . . . . . . . . . . . . 6
GENERAL COMMENTS. . . . . . . . . . . . . . . . . . . . . . 7
Donald Payne Dairy Farm
Alexander County,N.C- II August 23, 1996

SYSTEM OVERVIEW
This Animal Waste Management System consists of the following major components:
1. CONTAMINATED LIQUID WASTE HOLDING POND
2. IRRIGATION AND AGITATION SYSTEM
3. CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM 4.
SOLID WASTE STORAGE STRUCTURE
and the following associated components
5. CONCRETE CURBING
6. ROOF GUTTERING
7. LIVESTOCK EXCLUSION
8. CRITICAL AREA PLANTING
All solid waste will be scraped from the lots and stored in a SOLID WASTE
STORAGE STRUCTURE. Solid waste will be loaded from the SOLID WASTE STORAGE
STRUCTURE into a Solids spreader and land applied at agronomic rates. One SOLID
WASTE STORAGE STRUCTURE is designed to provide sixty (60) days storage for the
solid wastes produced by 250 head milking herd. A second area for storing solid
waste will hold approximately (60) days of solid waste for the -remaining 250
head of milk cows. Runoff from this area will be contained in the primary
storage pond. 500 head will take a high level of management. With the storage
structures available and the number of cropping acres available to land apply
wastes this can be accomplished.
All contaminated runoff will flow into the CONTAMINATED LIQUID WASTE HOLDING
POND #1. This structure is designed to provide temporary storage for normal
rainfall runoff from the feedlot and waste water from the milk barn, and provide
storage space for the twenty-five (25) year, twenty-four (24) hour storm runoff
from the feedlot. The contaminated liquid is then pumped to waste holding pond
#2, approximately 2400 feet away, and can be stored for up to 180 days.
This Animal Waste Management System is designed to prevent discharge of Animal
Waste Contaminates to surface waters from the twenty-five (25) year, twenty-four
(24) hour storm, as required under the Non-discharge regulations.
All maintenance and operation costs are the responsibility of the landowner and
cannot be cost shared.
Donald Payne Dairy Farm
Alexander County,N.C. III August 23, 1996
1. CONTAMINATED LIQUID WASTE HOLDINNG POND
OVERVIEW

The CONTAMINATED LIQUID WASTE HOLDING POND #1 is designed to temporarily store
the average feedlot runoff and waste water from the milk barn. Additional
storage space is included to contain the twenty-five (25) year, twenty-four (24)
hour storm runoff from the feedlot. A four (4) inch Schedule 40 PVC pipe will
be installed in pond #1, with the level of the endcap indicating the level of
storage available prior to infringing on the 25 year, 24 hour storm capacity.
The CONTAMINATED LIQUID WASTE HOLDING POND #2 consists of an earthen pit sized
to store the contaminated liquid pumped from pond #1 for 180 days. A 4" PVC
pipe will also be installed in pond #2 to indicate the maximum water level.
OPERATION
The level of management for the entire system will determine the service life of
the CONTAMINATED LIQUID WASTE HOLDING POND. How effectively the lot is scraped
and your ability to time the scraping of the lot before each storm event will
determine the amount of solids, which reach the CONTAMINATED LIQUID WASTE
HOLDING PONDS. Once the solids have reached the CONTAMINATED LIQUID WASTE
HOLDING POND, how effectively the waste is agitated will determine the amount of
solids which remain in the CONTAMINATED LIQUID WASTE HOLDING POND.
Over time it is expected that some solids will accumulate in the CONTAMINATED
LIQUID WASTE HOLDING POND. The accumulated solids should not reduce the usable
capacity of the CONTAMINATED LIQUID WASTE HOLDING POND to a point, which
requires removal of the solids for many years IF adequate lot scraping_ and waste
agitation is maintained. In contrast, poor management will result in the rapid
accumulation of solids, which will reduce the usable capacity of the
CONTAMINATED LIQUID WASTE HOLDING POND to the point that some form of dredging
will be required. If a large volume of solid waste is allowed to wash from the
lot and/or if inadequate agitation is performed, this dredging operation could
be required in a very short period of time.
If at any point in the future the usable capacity of the CONTAMINATED LIQUID
WASTE HOLDING POND becomes reduced to the point that solids must be removed, the
removal of these solids will be at your expense. This would be part of the
maintenance of your system and cannot be cost shared.
Donald Payne Dairy Farm
Alexander County,N.C. 1 August 23, 1996
MAINTENANCE
The concrete of the CONTAMINATED LIQUID WASTE HOLDING POND #2 should be
inspected periodically for major cracks. Vegetation on the dam should be
inspected periodically and reseeded as needed to maintain a vigorous stand. The
dam should be mowed at least annually to prevent woody growth. Mowing
operations must take place only when the soil of the dam is dry, and vegetation
should not be mowed to a height of less than four (4) inches at any time. See
CRITICAL AREA PLANTING for further maintenance requirements. Any evidence of
sloughing or seepage should be reported to the Alexander Soil & Water
Conservation District office.
2. IRRIGATION AND AGITATION SYSTEM

OVERVIEW
The IRRIGATION AND AGITATION SYSTEM consists of an electric 75 HP 3 phase pump
and motor, 6" underground pipe to irrigation fields, above ground hydrants and
couplers (serving as gun stands) , and a traveling gun with a 1:2 inch taper bore
nozzle— See the irrigation design data sheets for more details.
Additional land area is required for applying a portion of nutrients and
liquids. It is estimated that adjacent land will only absorb 60% to 70% of
annual wastewater production. See WASTE UTILIZATION PLAN for additional
details.
OPERATION
Alexander Soil & Water Conservation District staff and/or USDA-
Natural Resources Conservation Service staff will be present during the first
irrigation operation to assist in determination of optimum equipment calibration
level required.
Irrigation operation should be initiated prior to the liquid level reaching the
full storage level marker in the structure. When the liquid level in the
CONTAMINATED LIQUID WASTE HOLDING PONDS reach the marker, liquids must be
removed by pumping from the structure, either into the irrigation system or to
WASTE HOLDING POND #2. Do not irrigate in such a manner as to cause runoff or
erosion. Do not irrigate on frozen or saturated soils. Irrigate only until
soil is near saturation point.
Donald Payne Dairy Farm
Alexander County,N.C. 2 August 23, 1996
The initial step in each irrigation operation is to properly agitate the waste
in the Holding Pond. For irrigation, the gate valve controlling agitation will
be closed and the irrigation mainline valve will be opened. The gun will
already be at one of the hydrants, the others will be plugged. . The irrigation
mainline valve must be closed to change the gun location. For filling
spreaders, the agitation control valve will remain open while the filler valve
is opened. The agitation valve may be throttled down to divert more volume to
filler line.
MAINTENANCE
Irrigation fields should be soil tested annually. Vegetation in the irrigation
fields should be inspected periodically to insure a vigorous stand. Fields may
also need to be limed and fertilized annually.

3 . CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM
OVERVIEW
The CONTAMINATED LIQUID COLLECTION AND PIPING SYSTEM consists Of five (5)
pre-cast concrete drop boxes with neoprene "boots" cast into install bell-end,
gasketed PVC pipes. Structures (1) through (5) collects lot runoff and milk
parlor water and transports it to WASTE HOLDING POND #1. Structure (1) collects
lot runoff. Structure (2) joins the outlet of structure (1) and together flow
to the Liquid Waste Holding Pond. Structure (3) collects lot runoff. Structure
(4) joins the outlet of (3) and together the lot runoff and milkroom water flow
to the Liquid Waste Holding Pond. The pipe from drop box (1) and (2) is eight
inch (81') PVC, from (3) and (4) is ten inch (1011) PVC, and from (5) is fifteen
inch (1511) PVC pipe.
The bell-end, gasketed SDR 35 PVC pipes will be completely or partially buried
to the location of a 45-degree "wye" bend. A
Clean-out and 45 degree "wye" Bend will be installed in the 8 inch and 10 inch
bell-end, gasketed SDR: 35 PVC pipe at the location shown on the plan. The
contaminated water will flow onto a curbed concrete splash block located in the
Liquid Waste Holding Pond. All exposed pipes will be coated with an UV
protecting paint. An animal guard will be installed in the pipe at the holding
pond outlet end.
Donald Payne Dairy Farm
Alexander County,N.C. 3 August 23, 1996
MAINTENANCE
Inspect the concrete components of the CONTAMINATED LIQUID COLLECTION AND PIPING
SYSTEM for cracks or other damage, and make repairs or replace as needed.
Inspect the drop structures seasonally and remove accumulated solids. Annually
inspect the pipe coating, and clean and re-coat as needed.
In periods of cold and subfreezing temperatures, inspect the pipe for
accumulation of ice by CAREFULLY removing the cap of the cleanout. Caution: If
liquids have accumulated in the pipe above the cleanout, the force of.these
liquids tends to "blow" the cap of the cleanout off during removal. Remove any
ice manually or by melting with hot water.
4. SOLID WASTE STORAGE STRUCTURE
OVERVIEW
The SOLID WASTE STORAGE STRUCTURE is designed to store sixty (60) days
accumulation of solid wastes produced by a 250 head milking herd. The SOLID
WASTE STORAGE STRUCTURE consists of a reinforced concrete slab with 2 inch by 6
inch (21'x 611) tongue and groove planking, wooden columns and a roof structure.
A concrete unloading pad will be installed at the entrance to the structure. A
Push-off Ramp will connect the holding lot and the SOLID WASTE STORAGE
STRUCTURE. Safety rails will be installed at all points around the structure

where human, animal or vehicular traffic is expected. The roof structure will
have guttering included to divert non-contaminated rainfall runoff.
OPERATION
Waste will be scraped on a regular basis, preferably daily. Whenever weather,
soil and crop conditions permit, the waste should be loaded directly into a
solid manure spreader, transported to the application field and applied
according to the
WASTE UTILIZATION PLAN. When conditions do not permit immediate application,
the solid waste will be scraped into the SOLID WASTE STORAGE STRUCTURE until
conditions do allow application. Waste should be land applied in such a manner
and at such times as to take advantage of the maximum available nutrients from
the manure for crop growth. For maximum nutrient utilization, fresh waste
should be land applied and incorporated into the soil. See the WASTE
UTILIZATION PLAN for further details of application.
Donald Payne Dairy Farm
Alexander County,N.C, 4 August 23, 1996
MAINTENANCE
The SOLID WASTE STORAGE STRUCTURE will need to° be inspected periodically.
inspect all metal components to ensure that galvanized coatings are in good
repair and that no rust has formed. Clean and re-coat as needed. Inspect
wooden components for mechanical damage or rot and repair or replace as needed.
Inspect guttering and downspouts periodically for damage. See
ROOF GUTTERING for Maintenance details. Inspect the concrete for major cracks.
Contact the Alexander Soil and Water Conservation District for technical
assistance with concrete repair.
5. CONCRETE CURBING
OVERVIEW
The CONCRETE CURBING constructed on the lot will prevent contaminated liquids
from entering the stream in any storm less severe than the twenty-five-- (25)
year, twenty-four (24) hour storms.
MAINTENANCE
The concrete should be inspected periodically for major cracks. Eliminate any
Vegetation growing in the CONCRETE CURBING by treatment with a herbicide.
6. ROOF GUTTERING
OVERVIEW

Proposed roofed structure (SOLID WASTE STORAGE STRUCTURE) will be guttered.
Downspouts will be provided as indicated in the plans.
MAINTENANCE
Gutters shall be inspected each fall or early winter for debris accumulation.
Clean out all accumulated debris. Inspect gutters and downspouts periodically
for damage. Repair or replace damaged components immediately. Inspect
downspout outlets to insure free flow of water into the drop structure.
Donald Payne Dairy Farm
Alexander County,N.C. 5 August 23, 1996
7. LIVESTOCK EXCLUSION
OVERVIEW
LIVESTOCK EXCLUSION will be installed at 'Locations as indicated on plan maps.
LIVESTOCK EXCLUSION will be installed according to NRCS standard 382 (Fencing) .
MAINTENANCE
Inspect the LIVESTOCK EXCLUSION periodically for mechanical damage or rot. If
fencing wire becomes loose, re-tighten to original specifications. If fence
posts are rotted or damaged in any way, replace damaged posts with a post, which
meets the original specifications.
8 . CRITICAL AREA PLANTING
OVERVIEW
Any areas of exposed soil, which will not be covered by a structure, shall be
seeded to permanent vegetation. CRITICAL AREA PLANTING applies to the Dam.
MAINTENANCE
Soil samples should be taken at least once per year. Fertilizer and lime should
be applied at the rates recommended as a result of the soil test. Fertilizer
and lime should be applied either during September-October or February-March.
Vegetation should be inspected periodically and reseeded as needed to insure a
vigorous stand. It is essential that neither vehicles nor livestock be allowed
to use any area that has been treated with CRITICAL AREA PLANTING as a travel
lane. All CRITICAL AREA PLANTING should be mowed at least annually to prevent
woody growth. Mowing operations must take place only when the soil is dry and
vegetation should not be mowed to a height of less than four (4) inches at any
time. Do not mow cool season grasses during periods when plants are showing
signs of drought stress.

Donald Payne Dairy Farm
Alexander County,N.C. 6 August 23, 1996
GENERAL COMMENTS
PESTICIDE USE
Extreme care should be exercised with the use of all herbicides so that
desirable vegetation, especially that of the dam, is not adversely affected. It
is a violation of law to use any pesticide in a manner not permitted by its
labeling. To protect yourself, never apply any pesticide in a manner or for a
purpose other than as instructed on the label or in labeling accompanying the
pesticide product that you purchase. Do not ignore the instructions for use of
protective clothing and devices and for storage and disposal of pesticide
wastes, including containers.
REPAIRS
Notify the Alexander Soil and Water conservation District if repairs or major
modifications are required for any of the components of this Waste Management
System.

EMERGENCY ACTION PLAN
In case of an emergency with the storage pond such as overflow,breaching, leakage, or
the need for emergency land application, the following actions should be taken:
(1) Call the Division of Water Quality to report the problem immediately. Your
regional office of NCDEHNR-DWQ is located in Mooresville,NC.
Address: NC Division of Water Quality
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
If the emergency happens outside of normal business hours call the NC Emergency
Management Office in Raleigh at [phone] and ask them to contact DWQ. Give
them the name of the facility, location, and DWQ registration/certification number.
(2) Call 911 or the Sheriffs Department at 632-4659 if there is danger to downstream
property such as residences, roads, etc.
(3) Contact the contractor of your choice to begin repair of the problem to minimize
off-site damage. Some of the contractors in your area include:
Bill Little 632-5422
Gaither Barnes 632-6218
Ray Barnes 632-3214
(4) Contact the technical specialist who certified the waste storage pond. If this
specialist is no longer working contact the NRCS Area I office in Waynesville at(704)
456-6341 or(704)456-8575.
Technical Specialist: David Clay
Address: P.O. Box 974
207 West Main Street,Federal Building
Wilkesboro, NC 28697
Phone: [phone]

(5; In case emergency spreading of waste is necessary to prevent overtopping or other
discharges, please refer to your spreading records and the waste utilization plan to locate
fields in which existing conditions would allow for the spreading of waste, for the
specific application rates and minimum buffer areas. These fields could include any of
the following:
Tract# Fields
owned
9460 2,9,10,11,12
1893 1,2,3,4,5
leased
816 1
1877 1,2,3,4
742 6
789 1
1841 1,6
890 1
780 1,2,3
1802 1,2,5
1175 1,2,3
829 6,7
* This EMERGENCY ACTION PLAN should be posted in a
readily available location.

Version—November 26,2018
MoI'°$d'1#y 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.
Primary Secondary 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 flouring stream or public body of water
(G.S.1O6-403). 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 15.A NCAC
13B .0200.
® Rendering at rendering plant licensed.under G,.S. 1106-168.7.
® 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, 10u-549.70).
® I"9 Any method which, in the professional opinionaof the State Veterinarian,would-make possible
L—J 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.excebd normal mortality rates as specified by the State
Veterinarian.
• Burial must be-,done 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. 105-399.4.
ficldb A. R��. - _S
Signature of Farm Owner/Manager Date
`S SC'-
ignature of Technical Specialist pate

fns�ct CQtti.11ol Chockil st for,Auhnal Operations
13AIPS to Control Insects = L-- - - site -- ;. - -- -
- Specific 1 t aciices
--I�lit,�1�(luilcls: .�____ • --- __ luicltltil5ystcnla ---- ,� _ ----------
Acm milagouorsollds xp flash sys:cm Is#Iemgurd mtd apctalcd — ---- --------`-
sltllicieatly to remove nccuntlYlaled solids fiotn
gotic#s as designed,
rlisailYUge
L: +oi�s aiY,➢I'ils ('lusted SOWS 1vlmhltlrin lilgluxiats,settling bltshls and ells avllerE - - - - - -----
pest breeding,Is,igiplilctit to nlittiroiac t11ts - So1,�.S
crusting orsolids lost depth oPna more tllan.�i- �'' ►r` ram/ �'�qC
8 inches over snore(boll 30%orallrflcm l
lilfr3c Vegclalive • Uec:,yillg vcgclalioti --- 141ninitdn ve6etative contl'ol along bunks @f -�-
t3l tit Ia joEYts and(ldlel hnpoundnYews to prcvettl.
avetullulallom ofdeeaying Ycgein ive waller
clung ivaler's edge.all 111117oundutcurs perinleler,
-- Dry sysiclns --- --
-a ".:•:''S- I cetl 5pllFlge 1)esigtt,oprmlo and mahiieiu feed systotns(e.g., - �- --— ---� l
ImAl ers slid troughs)to nnittitni7clite - ()e-gn � s O�ol
t accumtalailon ordecaylag lvestage. �d r
t51 Clean ap sIA11119e on a roullne basis(e.g.,7 - 10
day Interval daring summer; i s-3o day Iolcrvol
_ _ dnrlll�WliltleC).
MOngc ACClYI1lUlaliatlS ti) 1CCd IESIdUeS IlErft#ce Iltltlsture Reamilillation withill and - ~— -- `— -- ---
aroand Immediate permicter or reed metage
areas by insurin9 dlabrageaway front site �OOA CAr�A vq2
ancl�ar providing-adealuate coutuflunetll(c,g.,
coveted bill for brewer's grain mud silttiimr high cv-O 51 Os
u:oisture graht products).
- inspect for and remove or break tip accumulated
solids in filler strips around feed morage as
needed.
Ate'- .tit er 11, i 996, p.1 ge f

_ spree Cause _ ll@'lI's io Co111t of)nsecls -511e 5pceittc 1 raclicex=-- —~/ii1R hAl itkihug Arens /tcc:nuaibAiuns crl anlnud�v:lttes iiliulinalc Intiv slleas 411a1 hap looiskue Dlt)11(�
:nl:!n-I d tvastabc 1'el�ec.4 tlncl ulilcr Ic�ouliulls v►ticra wostc
nccuutukllexand distuibance by nu1111a s is
111inllOal.
lviahelvi l relic torus anti tiller strips arotuld
slnintul holdili In'ens.lo nlitlinlize
accuntntalions or awaslcs(i.e.,impecl ror and
1,0110ve or bleak up nce.mmulated solids us
tcetli .
1Je »ktt fltlnEliing 0 Acctunntnliuns or,minuli IV—rAes l�elnovc si�illa a olt n rnulinc basis(e.g.,T- IU ---i'—
Sy is day iltlervnl dining summer; 15-30 duy inlerval
during winter)whave utanurc is loaded Iol• hold
upplicnlion ur dlsl)osnt.
Pflnuvidc for:utceiunle drninuge motuld Immure
_! slttckriles."
® Insilcel For nud oemove' or bi-cak np ncculm.dated
wastes ht filler strilis uround stockpiles and
misg1tre llnndiing areas as needed.
i�ttC,tY361r:@;f idbulmliolt contact the Cooperative I?xtcllsluu Service,Ueimttntcul or L'sn omuiogy,Box 7613,Norge Corutinn Stale Univctsily, - -- ---
Ittttc '17695-7613.
AR1_ .1611t+19cr l 1, 19",26, Page 2 �..-

Dairy Farm 'Waste Malta WIT110"t Odor Control Chadtlist
e
hii i7,3 IQ 1111111iza Odor
awr Site specitic Ilraclkes
live or wooded bumws
Ditioy prodliclij)II
bust.1nnnagellicill practices
ao0djutItyllenj trod collinjoll Sellsc
Wei -9- Ulf
Promote drying mr1lb proper vell1ililljoll
N/ R11 9, 111le checks andmobticuance oil tymemrs, Lk5 e-s CAf-I
1-791110—le-t-try—Ing—wilk
Urme Ill
cjccojnpu;#W e re d bedding
Itelilace wet or ulmnore-cov
�,NiTkll_11160U_If�l�fullll)�MTIWl
microbial JeC701-11P - -rj Ili
toom or in l(Havel loading
• *118 svisile 11111hig El I*auk covers• Agliallost w1jull elliplyijig
El 111ashl surface mills of solids;
C=
M-111fillim lot rullufraud liquid nddhimes
hVitale only prior to ninn6re,renovate
z
O P.Mvell bloWgient additives or oxi(laills.;
sn`lRM,R-1 Liqllid diallmage-f1rom settled solids Cx
• Mixing,while filling b Remove solids relpflnrly,
• A aliou when emptying
kiti or sludge
1 ifL-1 soil in—jeci'loo -
o-r-sf—sirryta-l—udges
Volatile gas emissions fA W4811.1-csidnal manure fimm spreader after lose
Proven biological ad(jifives or oxiclaills
Volatile ga s cn)Aws 10 1-1 s—%Tl t I I a 0 Soil 1110jectiall of slor ylisludga:;
oil field dryiltg Graflon widdy 48 firs
Sulthic6q) LA5 e,:5
wLnl Spread-in flifit xmirmin layers for rapid drying
Prove it bielagilmil additives or exidnills
• Agl(pwiloji of recycled InSou.n 0 Flush lank.covers;
1iqqlkI while looks are filling 13 Exlepid rill lines to near bottom of Imiks with n Ck
nom covers
' sees conveyance
ember If. I 9R4r). page I

1 i ��-ri�i i -��rRT,�»id���tbs�i. ..�--.c.�__��= v •itie J
�tnse t9.1►a;3(o �()alu: Site Specific 1'm¢OCC3
'.. • Agil abun dtulug sump[auk [.7 Sm%3 tank covers
lilting stud dt:ttvdown
aes al Agilsatiota dtaring wasteavRtl 09toatd discharge point of pilaus nndernarnth
a anvel�tattce Ingemn liquid travel
cs • Yuiastila gas emission; 13 Am Itrlgorsai 11a;ta.i 'ctyalleit}►• --- -~— - -- --
„� f 1lia►lut;icainalx6tg; _ �t� o' - rX4e- ...t 0 0 rti
, Ci C ,+ct laagrton slutttala procedures;
bllstllon 1 n�
J1 _............ . _..,._. ._..... �5e �s G ��� on ,
' `"s'�"�`�' j., � IuAtttliltttatttt al�itattiwn lklrerz 3)rnniling•
17 methattJOINI acratl
L7 i'rsvclt E:ic�iiia:aai atttl?Eiaras
ak ariinkler • ttigh pressure Galintion; InfOld'vsa r days Idt tilde ur no what➢; --- -
• Wind drill i i►-blifflum.remilntetacled operating pineadure;
1 9l
"., I'ttutP:4110 a sear.I060ah liquid surratce;
. r
.,� €�,� � �iq�t�.froaaa secourtage lalgoou; .
.t0s'touad naattri M rrrasn j)1pes at clad or
'��"�� sttK +i<�ut�c itusttipj�a
Ctnc:tss ilaroltapsrsiiiuu I'mpadiiapasklon.of�arensscs
— - -
t r",
kapripper dnnlyc; — -----t,gt dei�" GWO mid latndsc a sects that water drains
•" ildar:aoblul theamtposidott,ef assay, Patti thellities
orgnnle.matter
�` 71
otile p�►iit e • 1'cxtrly n1an6lAined access rutti a f�matl Access road ntnitatamaace
area
Available i=tvrn
Rlrostii; ors ltuleli;<1VIl•Nackct
---- -- —"` NCSU.Coenty lyxlertsiuta Center
' l"bOl►>Rdt i hure Mannbesnent System -i rkjq.Wheeler itoadf%ld Laboratory; EIME 209-95 NCSU-RAE
f al�tr: r turd# rtatgetneul ror Livestock Manure 1U,01 ttt and Stamp; Gi311� Ia3-�3 NCSU-DAC
gaaa+enl:atf l riwl'Vert trscvsNer; i 13AE'i 16-83 NCSU-IIA G
f4ftknute nerd Wastewater AltglicrNtlen f-quilt i; 1.i3'AE Fact Sheet NCSU-l3A1G
terns in Atilmal il4aunare Ma mawgement:(7drirSi dd, Flies; p'RO107. 1995 Coasfeta ace Proceedings Harida Cooperative.Extension
�r r�
,N .
r l l;'l+J`96', 11'aga 2

Tract, Field, and Irrigation Pull Listing
Payne Dairy Farm, Inc.
Tract or Field# Total Acres Broadcast Acres Irrigated Acres Land Use
Tract 742 Map 6
6 13.1 12.2 Cropland
Tract 780 Map 4
1 4 3 Cropland
2 13.4 12.2 Cropland
3 2.9 2.5 Cropland
Tract 789 Map 4
1 32.6 32..2 Cropland
Tract 816 Map 3
1 6.4 6.4 Cropland
Tract 890 Map 9
1 2.8 2.1 Cropland
Tract 1166 Map 1
2 2.7 2.4 Hayland
Tract 1175 Map 1
2 9.8 9.8 Cropland
Tract 1602 Map 10
1 4 3.4 Cropland
2 6.9 6.6 Cropland
4 7.4 7.4 Pasture/Hay
5 6.3 6.3 Pasture/Hay
Tract 1841 Map 9
1 4.4 4.4 Cropland
6 5.6 5.4 Cropland
Tract 1877 Map 2
1 3.9 3.9 Cropland
2 6.1 6.1 Cropland
3 12.7 12.4 Cropland
4 5.1 3.8 Cropland
Tract 1893 Map 11
1 3.7 3.7 Cropland
2 9.1 9.1 Cropland
3 6.3 6.3 Pasture
4 18.9 17.7 Pasture
5 3.5 3 Pasture

Tract, Field, and Irrigation Pull Listing
Payne Dairy Farm, Inc.
Tract or Field# Total Acres Broadcast Acres Irrigated Acres Land Use
Tract 9460 Maps 12,13,&14
*2 81.8 14.44 (64.96) Cropland
2-4 8.89 Cropland
2-5 7.52 Cropland
2-6 8.89 Cropland
2-7 8.39 Cropland
2-8 7.34 Cropland
2-9 7.52 Cropland
2-10 7.52 Cropland
2-11 8.89 Cropland
3 18.1 16.3 Cropland
9 16.6 15.3 Cropland
10 9.2 9.1 Cropland
*11 a 18.8 0 (25.3) Hayland
11 a-1 B 8.89 Hayland
11 a-26 7.52 Hayland
11 a-3B 8.89 Hayland
*11 b 39.4 21.55 (17.65) Pasture
11 b-1A 6.04 Pasture
11 b-2A 5.28 Pasture
11 b-3A 6.33 Pasture
12 6.4 6.4 Cropland
19 8.8 8.8 Pasture/Hay
Tract 9493 Map 7
1 12.4 11.4 Cropland
2 446 4.5 Cropland
Tract 9636 Map 8
6 21.7 21.7 Cropland
7 22.5 21.7 Cropland
*Note: Tract 9460 Fields 2,11a, & 11b receive both solid waste&manure slurry. This is the reason
that the acreage shows up on both broadcast and irrigated acres.
The corresponding soil reaps are placed directly behind the tract maps.

Payne ®airy, Inc. WUP Maps o Flap 1
Tracts 1166 & 1175 O,
ff �
r w
Liberty Church Rd.—SR 1617 r`
r
J tiA w,
- rM.►'' T1175
�' � • 1• t
ti
Legend -
Minor Roads
Hydrology
Field Boundary
200'Dwelling Buffer
N
Alexar A &Water Conservation District Scale
1 =300' f
150 300 1600 900 1.20

Payne ®airy, Inc. WUP Maps - Map 1
Tracts 1166 & 1175
ielOk
kkk
1ti
T1175
Fi?!d 2
r
_ t
Legend
Minor Roads
Hydrology
Field Boundary
Clear Soils
k
Alexan. it &Water Conservation District N
,Scale _ F
300 150 300 600 gin:. it

Payne ®airy, Inc. WUP Maps - 14Iap
Tract 1877
o —r ��
%EtsO'S,,.161U
2.,• d _
1.L
�9p , ► Oxe
�� � '�A � ��T�k•� � I ���Ski
�~ r 'w v
T4877hot
A l] r lei,.i,•��
Field 1 _ ._ mp.
1°1877
FBid 4 'r
TA
' Field
Y
Field 3
f
field �� Y f• ,f �
;q
Legend
` Minor Roads
Hydrology
AT
`�� :j•1� 1, Field Boundary
Buffer
200'Dwelling Buffer
Alexan lil &Water Conservation District Scale F N
At
=3Ci0'
150 300 600 900 1.2a,

P PCC2
cC2 - ~ .
s -
r PC
C2
•` to
Usable
r
CeB2 Usable
19 Ac. 3.$Ac.
/ 7 l
PcC2
i�
Usable
6.1 Ac. yy
Y Usable
12.4.AC.
PCC2
At
or
•, i' a .� '. ♦ �'� I,AlLegend
"1.;.
Minor Roads
ID Hydrology
Field Boundary
Clear Soils
1 1 •1 •1

Payne ®airy, Inc. WUP Daps - Map 3
Tract 816
k T8.6
' Field 1
Usable
At
f To
-S'4-A I
fA
e
♦ + ' +
rr
7 _ T
a-
Legend
PcC2 � Minor Roads
Hydrology
Field Boundary
Clear Soils
sr
Alexar 1il &Water Conservation District Scale _ F
N
I"!300' 1 f;0 ;';010 600 �_� 900 1, G

Payne ®airy, Inc. WUP Maps - Map 4
"Tract 789
�c
r
Tw
Usable
PAL1L FAYNE STORE RC3-SR 1605
.z
t
-Minor Roads
� �'•� , � Field Boundary
` *� � 25'Stream Buffer
r,
�.� E �� ®200'Dwelling Buffer
N
Alexanc I &Water Conservation District Scale t N

ChA
PcC2
PcC2
CeB2 Ce82
a usable -
32.2 Ac.
PaD Y1,, ' PcC2
PaD
41
ChA
PaD
p Legend
Minor Roads
Hydrology
Field Boundary
Clear Soils
! L � �

Wayne Dairy, Inc. WUP Maps - Map 5
Tract 780
r� _
a�
eta.
I
{
T780
Field 3 Fi d 3
•
r
e
80
Fleid i
T780
Field 2
r � -
y
• Iu
I Q.
H
Legend
V ' { �: a� Minor Roads
~ - Hydrology
CART FOX RD_SR 167 l Field Boundary
200'Dwelling Buffer
� � ht •
Alexan it &Water Conservation District Scale Feet N
�"= 300' 150 300 F00 900 1,200

Payne ®airy, Inc. WLIP Maps o flap 5
Tract 780
e
Field 3 Field
Total
Total -. .
RnE Ac.
T78D
Pal
) Field 1
rrsD
F1eid 2
AL
Usable
14
%
e
m
a
�o w.
hrr;
4e ~
CARLFOXRD.SR1627 Legend
fr � � � , Minor Roads
�[} _ ' Field Boundary
_ V .
Alexarn N
it &Water Conservation District Scale _� Feet
I"1 =300 t 150 300 600 900 1,200 A.,

Payne Dairy, Inc. WUP Maps Map 6
Tract 742
- r Jt
;,Ica
45
G
P
Usable
O
QP fi,
- y
TT
Legend
-Minor Roads
Hydrology
Field Boundary
200'Dwelling Buffer
Alexan= it &Water Conservation District Scale F Feet N
11"=300' :, 150 300 600 900 1,200 At

Payne ®airy, Inc. WUP Maps - Map 6
Tract 742
. ,0 t
5 - v
+A a
y9
Aik
Q
' •. .
if
Usable
ChA
F>leid B
~�'•' Legend
Minor Roads
Hydrology
Field Boundary
Clear Soils
Alexane it &Water Conservation District Scale F Feet N
1"=300' 1 150 300 (300 900 1,2061 At

Payne ®airy, Inc. WUP Maps m Map 7
Tract 9493
�•
INV
Field 7 �r� '�`�. :; •� # r':i`' ,s _. K
4, _ ` .�• .t � _ Y
T
Usable
r` _ s�
�s a,T �rrrr Legend
s=� Hydrology
s� 3 Minor-Roads
i 76 • Field Boundary
1 ®200'Dweiling Buffer
N
Alexan •il &Water Conservation District Scale mw _ — Feet At1"=- i 500' 0 0 500 ,000 1,500 2,000

Payne Dairy, Inc. WUP Maps - map 7
Tract 9493
s � �
"W -
0'C '
-
r �, s 4
IN r +
+ fl
SR 1F19
r '' MA74iESflM R�•^ {
Legend
Fj cf - Hydrology
,
sR� Field Boundary
Clear Soils
N
Alexanc 'I &Water Conservation District Scale alp -- - Feet f,
9"=500' 0 500 1,000 ",500 2,000

Payne ®airy, Inc. WUP Maps ® Map 8
Tract 9636
i 1r'
f a '
1 co
. y
` � 2
W
Y ` Apip
t Pi
r r�
s.
T9 3
9636 �
i�
Legend
.iA- -T;--*I: — Hydrology
` -- Minor-Roads
MATH ERDN k0_-Si2 I
, • c Field Boundary 25'Stream Buffer
200'Dwelling Buffer
N
Alexanr it &Water Conservation District Scale Feet
1"= 600' 0 ) 600 1,200 1„$0!J 2,400

P}ID - Pao
CeB2 _ At
CeB2 '
Ce$2
i V 1
1•y:il•,m�l¢
s.r PCC2 P'aD
+{ CeB2
PdC2Tim
^. �
- ; HM@ +�• H
= PaD Usable CeB2 _ ;�
~- Usable
PaD ChA r z�.z ac. 1
,�4,
C2
CeB2
tr kI
�cC _�_ PaD,

Payne Dairy, Inc. WUP Maps
Tract 816
Field 1 s ±
5
-s< TT
r
r
.x �YCSpR !
i . Legend
--Minor Roads
l Hydrology
` Field Boundary
200'Dwelling Buffer
Alexan( it &Water Conservation District Scale N
F All300' '1.50 30o 600 Ann 19n1l ■,

Payne Dairy, Inc. WUP Maps - Map 9
Tracts 1841- & 890
3
ield 1
A
A
O,p
O -
T7841 �sa� _
Field 6
r
4 yid' M/4Z t
Legend
T 90
a- Fleid = Hydrology
Minor Roads
Field Boundary
25'Stream Buffer
l
r 200'Dwelling Buffer
N
Alexan 1il &Water Conservation District Scale aw Feet
500' 0 0 500 1,000 1,500 a-�„000

Payne Dairy, Inc. WUP daps - Map 9
Tracts 1841 & 890
Cph!Wp�
CA
1
�
r
7ChA
r f'
.,
4
-
t.
Usable
All
F sR Isro +
+ AD
•µ ''r`4
Fieltl Legend
- Usable ' Hydrolo9Y
Minor Roads
Field Boundary
�.
Clear Soils
Alexan it &'Water Conservation District Scale — Feet N
=500 0 J 5100 1,000 1,500 2,000 At

Payne ®airy, Inc. WUP Maps 9 Flap 10
Tract 1802
■
• 5R 1BSA
FV@li4EY
T1
F eld
SEF4 PRbCE�
Usable
.:.
T1802
F� Field 4
r
10
Usable
T1802
Field 5
Legend
Hydrology
Minor Roads
Field Boundary
25'Stream Buffer
®200'Dwelling Buffer
i
N
Alexan ail &Water Conservation District Scale -.. Feet
1"=400' 0 d1 400 800 1,20 1,600

Payne ®airy, Inc. WUP Maps - Map 10
Tract 1802
9.1
- :4: ,�,� . � �pyRY RD•5R 1g14
8 7
eiCe132
,ygFF SCE f.N
r
7'1802
�� Field 4
1
' 71 802
Legend
Hydrology
r Minor Roads
Field Boundary
Clear Soils
Scale N
Alexarn it &Water Conservation District '- Feet ,
1"=400° 0 ) 400 800 1,200 1,600

Payne Dairy, Inc. WUP neaps - Map 11
Tract 1893
-
�
Usable
Ilk
.i"A
Usable
60
r
�' a� �•� _ Feltl1
�• �• � l T1893
1
{N
T+�
i
Fie
Ti8933 Ac,
UsIbie
AL
.ice.• �^ y `
ire; *•.
Legend
Hydrology
— - Minor Roads
Field Boundary
25'Stream Buffer
25'WSP Buffer
200'Dwelling Buffer
Alexan it &Water Conservation District Scale N
Feet
400 0 TO 400 Q00 1,200 1,600

P; eB
_ usable
r - son Usable 3.7 AC. --.
f 9.1 Ac.
CeB2 PcC2
. t�.
r +
ChA
Usable
Daf 0
Usable
PaD ti PaD '- .
Usabla PcC2 CeB2 --
63Ac.
Legend
�, f CeB2 ' ••,
E RoadsMinor
��

Payne ®airy, Inc. WUP Flaps - Map 12
Tract 9460 - fields 9,10,12, & 19
+ 10"
field 9
HENRY RD-SR 9694
f
JEFF PRICE L.N
T9460
Field 10
q
• 9G-4 -
y�
T9460 �A��a ss_
Field 12 '��
� r
T9460: 1 ..
Field 19
f J;
Legend
r i - Hydrology
qFt Minor Roads
Field Boundary l
25'Stream Buffer
200'Dwelling Buffer
Alexan ail &Water Conservation District Scale N
� Feet
1,000 1,5G0 2 it
1•�=500' Q _>50 500 „OQO

Payne ®airy, Inc. WUP Maps - Map 12
Tract 9460 - Fields 9,109129 & 19
`■ i Id 9 - -
HENRY RD-5H 1614 =
1 z;
JEfF PWCE l.N
T9460
l='eltl 10
iTjO '�_ •'- 1 y
T9460 � �'O •y��
ieltl 12 s�,
T94F0
Field-'19 ,� - .� ■i
Legend
Hydrology
Minor Roads
Field Boundary
Clear Soils
N
Alexanc I &Water Conservation DistrictScale wa Feet
ill= 500' 0 50 5 O 1,000 1,500 2,000

Payne ®airy, Inc. WUP flaps - Map 13
Tract 9460 - Fields 2, 39 11 a, & 11 b
�• r
-
'iAv�O�yU.LE�FG
i
.e
A
9�
Field
A s
Field
r -
Legend
1 ld Y Hydrology
--Minor Roads
Field Boundary
wr
25'Stream Buffer 1
®200'Dwelling Buffer p
Scale Feet
Alexar ail &Water Conservation District .I„=800' 400 800 1,600 2,400 3,200

Payne ®airy, Inc. WUP Maps - Map 13
Tract 9460 - Melds 2, 3, 11 a, & 11 b
s�1616
•t�Y4O�sv5` �G {
d
9A
11
sT
O
Ile
a
�I
s N. �
>F T846D 4I
eld Fi Id 71
Legend
i Hydrology
'w Minor Roads
y� w�tIENRY RD-SR 1614 Field Boundary
' Clear Soils
N
Alexar iil &Water Conservation District Scale Feet
n
= sooe C 100 800 1,600 2,400 '3�,210)0

Payne Dairy, Inc. WUP Maps m Map 14
Tract 9460 - Irrigation Pulls
VO.i.EMFC'�• � •!
l 'f AY��RS
�b
•S�f�a I _ �•
� 5 6
t --
r
}
1
I` �F
fii R
I _
t ' HENRY RC °K`04 l
R* Legend i
l -Minor Roads
Hydrology
:EFF"RICO U, Field Boundary
J^a 25�Stre.m ffer
Alexander Soil &Water Conservation District Scale Feet
9"=700' 0 350 700 1,400 2,100 2,800

pond AN
...........
IT
..........
25.yr
...........
.14
.-sk Z...-
..........
............
..........
..........
J 5
1A
L
-----------

r
L:1
..s
_
61
} ;
_ _
JAGA. �
`CBI \i
`�" !2:.. �.�Z . �3 .��� CPS �.... .C��'W,,n,�-••,1
AA
•
.IJ. �`, p.- ....-�°�::.•. �...�_.-.�. �-,�,.,, :.•.>�.,.� .�?; cam... c ��.cr�.... -
� � `t,� ,.>a crn a.,�.a..ti:•,... ;mot.
��� •�;.�. � ,� ��® �� ,�� _2�„ + j� .-y ten.
GDb
1�
1
E

lAc-
.............
c)b$
Ofn
...........
___ .•._. . .�. . � Aso.:
5�. .;. .__: __.� .... • ._ �. .; ..�:-. ::
............
wo�
AQO
00 2r-,
mq, Jtv

............
.......... ......
Jt
45
..............
.............
47:
I t-

' GRAPHICAL PEAK DISCHARGE METHOD Version 2. 00
iect : DONALD PAYNE User: DLC Date: 07-03-96
--\ : ALEXANDER State: NC Checked: Date:
e: SIZE TRANSFER PUMP '
i
ata: Drainage Area : 1 . 5 * Acres
Runoff Curve Number : 98 *
Time of Concentration: 0. 03 * Hours
Rainfall Type : II
Pond and Swamp Area : NONE
======================================================================
torm Number | 1 | 2 | 3 | 4 | 5 1 6 | 7 |
-------------------- | ------ | ------|------ | ------ | ------ (------i-_---- |
' equency (yrs) 1 1 2 | 5 | 10 | 25 | 50 | 100 |
( ( | | | | | (
A-Hr Rainfall (in) | 3 | 3. 5 | 4. 3 1 4. 8 1 5. 5 | 6. 2 | 6. 5 |
| | | � | Is | |
a/P Ratio 0. 01 | 0. 01 1 0. 01 1 0. 01 | 0.01 | 0. 01 / 0. 01 �
Used 0. 10 1 0. 10 1 0. 10 | 0. 10 1 0. 10 1 0. 10 | 0. 10 |
< | | | ( < | |
unoff (in) 1 2. 77 | 3. 27 1 4. 06 | 4.56 | 5.26 | 5.96 | 6. 26 �
qit Peak Discharge 12. 011 12. 011 12.011 12.011 12. 011 12.011 12. 011 |
(cfs/acre/in) | | | | | | | |
Dnd anci Swamp Factor ! 1 . 00 1 1 .00 | 1 . 00 | 1 . 00 1 1.00 | 1 .00 | 1 .00 |
0. 0% Ponds Used | | 1 1 | | < |
4---------------- | ------ | ------ ;------|------|------1 ------ | ------ |
!
Discharge (cfs) 1 8 | 10 | 12 | 14 1 16 | 18 1 19 |
.
Value(s) provided from TR-55 system routines
` ) �
^-_
�.
��o
�n
JD
�7«���/
� ^ ^- ° /7� ~"�
\
/� ` .-

�' RUNOFF CURVE NUMBER COMPUTATION Version 2.00
,
iect : DONALn PAYNE User: DLC Date: 07-03-96
Al ANDER EX State: NC Checked: Date:
\ ---- --------
e: SIZE TRANSFER PUMP
/
____________________________________________________________________________
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN>
-_________________-_________________-__________________________________-____
LY DEVELOPED URBAN AREAS (Veg Estab. )
ervious Areas
aved parking lots, roofs, driveways 1 . 5 (98) - - -
al Area (by Hydrologic Soil Group) 1 .5
====
------------------------------------------__________________________________
TOTAL DRAINAGE AREA: 1. 5 Acres WEIGHTED CURVE NUMBER: 98*
____________________________________________________________________________
~
Generated for use by GRAPHIC method

TIME OF CONCENTRATION AND TRAVEL TIME Version 2. 00
/act : DONALD PAYNE User: DLC Date: 07-03-96
,"`/ � ALEXANDER State: NC Checked: __ Date:
�e: SIZE TRANSFER PUMP
-__________________________________________________________________________
� Type Length Slope Surface n Area Wp Velocity Time
(it) (ft/ft) code (sq/ft) (it) (ft/sec) (hr)
--_______________-___________________________________-______________________
` low Concent 'd 500 . 05 P 0. 031
Time of Concentration = 0.03*
=====
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 % Res. H Woods, Light P Paved
D Cultivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
Generated for use by GRAPHIC method
�
,
-

q �y►�j Fy l F � i t � � �,
_o

NP
LIQUID & SOLID MANURE
—Cows x 14.6 val . x d!.ays x 4ft3 3
aa-ye-E—ow x % confinem�nt AIA- ft
T49 gal . See- dyl S�a-k<
2. MILKROOM & PARLOR WASTE
_300 cows x 5 gal . x 3
— I So days -X ] ft 3
day-cow 7.48 -gal.— 3!;PL (o ft
2 3. RUNOFF FROM OPEN AREAS ha &- /0 31-1
- Area = !k��f t
Use - 85 % (75-W—of the rainfall ddring the design period because some of the rain-
fail is evaporated and does not run off.
Avg. Annual Rainfall = 50 in. 'X 56 % of year (design s4ll*orage period' = 25 in,
25 in. x 85 % runoff
22- runoff inches x area 6,5.3+0 ft2 X 1 ft.
15.190 ft
12
4. RAINFALL - minus EVAPORATION ON STRUCTURE
(A close estimate (+ or -lo%) of the maximum
i liquid level surface area
may—be used if exact dimensions are riot known. )
2(a,Zoo f t 2
surface area of liquid storageI x (. 13 in. rainfall .10 in. e v.a P.
x 190 days x I ft.
day day
--
T 12—in. 3
_.qc�__f t
TOTAL LIJ!U10 VO UME REQUIRED 3
A! f t
ADD TO LIQUID VOLUME 4-
5. c)
25 Y.EAR S'CoNj -Oj,j OPEN AREA - (Area ft"
CN for open area
.
With 25 year 1 day storm of 5.5 in. .''sing CN �c)ja Ru "f i'n
-71_!�5 3 40 ft2 x, 5,3.—in. of runoff x l.:ft _gs ft3
2 T2'-T—n.
200 ft surface area of liquid storage r
7. 25 YEAR STORM ,ON STRUCTURE Use .5 ft. ft.
B. ESW.- 25 yr. - 1 day rain
= 5.5 i n. Q _c f s
Discharge q = 0.% cfs/ft.., i Stage 0.1 ft. tAf. = 25 '
Bottom Width Q '! q 16 ft. ESW STAGE
NOTE: Structures without D. A. may have a ES14 constructed at 1 .0' belowAfie
top of dam.. the A. E. may exempt individual sites that do not hav
P. A. from the ESW -requirement.
FREEBOARD �vc� G ft.
• -7 -70
-A 21 1 1
gl_bM
3
< 2 09,2 -7 �3
'In A,tvv:

. Noun! Rxsou os CmSEMtion SUvice
H Waste Storage Pond
prepared for
17)K:1 VK too K_11) F'"01"%"01 EH�
in
ALEXANDER County , North Carolina
Dcsigner : DLC Checker _______________
Data : 08/ 16/96 Date __.............
__________
Job Number 001
................. ...............................................__......... ................. __ ..............................................._________________________________
THE RECOMMENDED DIMENSIONS ARE:
Shape . . . . . . . . . . . = Rectangular
Top dimensions . . = 131 x 190 ft.
Bottom Dimensions = 79 x 138 ft
Sideslopes . . . . . . = 2. 0 K.
Actual depth . . . . = 13. 0 ft.
Design depth . . . . = 12. 0 ft .
Freeboard . . . . . . = 1 . 0
Depth when 1 /2 full = 7. 2 ft.
. Depth when 3/4 full = 9. 8 ft.
THIS FACILITY IS DESIGNED FOR THE FOLLOWING CONDITIONS:
-type of animal- -number- -weight- -waste- -days-
. __________-___ ______ ______ _................
Dairy, Lactating 1 1400 lbs. 1 . 32 ruFt/ 1000 180
180 Days storage (March thru August )
1500 gal /day of additional waste water.
24. 0 inches of rainfall over the design period.
15. 0 inches of evaporation over the design period.
5. 5 inches of rainfall for a 25 yr. - 24 hr. event.
65340 sq. ft. of feedlot and roof runoff .
When full , this facility will contain 202536 cu. ft. ( 1514969 gal ) of waste.
< more >

DONALD PAYNE (continued. page — 2
z"nITIONAL OPTIONAL DESIGNS:
-������-�`��- �`��—����������`
6torage | JV days | 6O day� | {80 days
_ _ _- - ---------------------------------------'------'-------------------------------------'
h w/ freeboard | 11 13 15 | U 13 15 | 11 13 i5
.3 (ft> | 131 x 86 D! x BO Oi x 76 | Ol x UO 131 x 106 131 x 00 | D O D� x Z16 � x �YO 1 x 172
am Mem. (fi} | 87 x 42 79 x 20 71 x 16 | 87 x 74 79 x 54 71 x 40 1 87 x IN 79 x 138 71 x 112
Oope 2 /t 2 :1 2 :1 ( 2 d 2 :1 2 J 1 2 :\ 2 :1 2 :1
m! Was e (cu.ft.)| 55 55 55 | U0 1 i0 "110 | 332 332 332
i Vo (m.ft.)| 6.7�73 66-57L 64642; | 1H93 987,2 9790 | 206773 202536 iY7692
---------_ ------__________________________________________________
7HIS DESIGN IS BASED ON THE FOLLOWING ASSUMPTIONS:
The percentage of rainfall that runs off the feedlot is 80 Z.
-

`
DONALD PAYNE 08-16-1996 08:49: 37
Waste Storage Pond
Manure Volume . . . . . . . . . 333
Bedding Volume . . . . . . . . 0
Waste Water Volume . . . . 36'096
Feedlot Runoff . . . . . . . . 134,492
Rain & 25 yr. Volume . . 30,075
Needed Volume . . . . . . . . . 200,996
Available Volume . . . . . . 202,536

Irrigation Wettable Acre
Determinations

GRA-MAC DISTRIBUTING COMPANY
Design-Sales-Service
Complete Irrigation Systems
Telephone: [phone] 2310 NC HWY 801 N
[phone] Mocksville NC 27028
Toll Free 1-800-422-3560
Fax[phone]
6-10-09
Alexander Soil& Water
Attn: Lee Holcomb
374 First Ave SW
Taylorsville NC 28681
RE: Donald Payne
Enclosed are the copies of Donald Payne's spray field design. Please let us know if you
need any additional information.
Sincerely,
_/D_a�
David Graham
Gra-Mac Distributing Company
gramacirrigation.com
gramacirr a).:adtel.net

I L
PAYNE DAIRY FARM
Donald Pape
Designedby: Davidlraham
' Dale; 1.2?r 5.404
i
1 b b b
Pip key
f1 / 1'PPi10BSWROiR
—A'Pea00GaslraeSPVCPipe
- � fi'PNTOGGaskaedPVCPipe
\ s
r l l
b
s
1
S
m N eEr�O
SPrieldeauve key
`I ®i'AtsgsWhse t be
ii 4'e��eG�eVaNe
Nydr�t+ares�saVah�S
/ � I Hydmt�To-Acas�YsNsS'11ro0A 106A
w�rs�PN
� I
b
M
\V� 1
0
0
0
sir r-W FRO.

s
GRA-MAC DISTRIBUTING COMPANY
Design-Sales-Service
Complete Irrigation Systems
Telephone: [phone] 2310 NC HWY 801 N
[phone] Mocksville NC 27028
Toll Free 1-800-422-3560
Fax[phone]
4-12-05
Alexander Co. NRCS
621 Liledoun Rd.
Attn: Josh Mitchell
Taylorsville NC 28681
RE: Updated Waste Irrigation Plan&Wettable Acres for Donald Payne Dairy
Enclosed you will find two copies of the updated waste irrigation plan and wettable
acreage calculations for Donald Payne's Dairy. One copy is for you at the Alexander Co.
NRCS office and the other should be forwarded to Rocky Durham.
The original waste plan_was based on using a-4"Traveler and did not include the
additional five hydrants that we installed in 2001. Therefore,it is our understanding that
you.wanted an updated, complete plan that included these hydrants and reflected Donald
using the current 3.7"Traveler. Please replace any of your paperwork with this current
information.
Please give us a call if you have any questions or need anything further.
Sincerely
Jason Graham
Gra-Mac Distributing Company

EXIMU D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: a ` Artaild A vAe County: "r�Xlrt ,�
Address: I I e
C c�Al� Date: — °2 �25 --
Telephone:
TABLE I - Field Specifications
Approximate TMaxhuum — —
Maxbnwo Maximum Application
Useable Size Application per Irrigation
Fieldl of Field2 Slope Raid Cycic3
Number (acres) Solt Type (%) Crop(s) (ffi&r) (inches) Comments
a , 3
'See attached map.
2Total field acreage minus required buffer areas.
311efer to N.C.Irrigation Guide,Field Office Tecluiical Guide,Section II G. Amival application must not exceed the agronomic rates for the soil and crop used.
j%r--,S NC
6
J 996

RXI M1T D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: 4 1 (o —&Yi E374 �atc ee- � /(pae O¢ 3 7"T p6-yIe s� d'/I�e1sort $ 110 �+' C
T
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydr/ant�t Not' (fl/min) (ina1r) Width(ft) L_e_'n7gth(R) (feet) (inches) Gun(psi) Reel(psi) Pattern3 Comments
0Q t7 _ 3l0
.$ 3
$3" . �1 0 ! 3/0
$3 ! 3Io0 , 1 105
�
_ �nn s 510
I
e ✓ 31O �_ O U '31
.12 3
021.3
3Jb —�
10
3�
e 3 l0 3 > 31 ..
—
a
t1t? id
1 See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various are patterns; F(full circle),TQ(three quarters),TT(two thirds),H(half circle),T(one third),Q(,one quarter).
May also use degrees of arc.
Pr-�S, NC
J 996

EXMrf D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, )Model and Type of Equipment: —
OPERATING PARAMETERS
)Field Nol Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line Not H drants (feet Pi cline Pipelines (in/hr) (inches rr Gun(psi) a?Hydra!t hr Comments
-- - - -
)See attached map.
2Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
2r '996

Ma-DBIT DA
TABLE 4 - irrigation System Specifications
Traveling Solid Set
_ Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) �q
Aerating Pressure at Pump(psi) 1c2
Design Precipitation Rate(in/fir) �}
Bose Length(feet) XXXXXXXX
Type of Speed Compensation xxxxxXXX
Pump Type(PTO, Engine,Electric)
Pump Power Requirement(lip)
TABLE 5 - Thrust Block Specifications'
Desi rner may provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION .AREA (s ,ft.)
900 Bend Cl
Dead End q
Tee q
eQA 1"n q
See USDA-MRCS Field Office Teclmical Guide,Section IV,Practice Code 430-DD.
AT""S,NC
1 1996

M011131'r D-5
IRRIGATION SYSTEM DESIGNER
Name: ��AA Ja S
Company: -/rl A�5'i
Address: 111C I�G�L Svc n2�ie $
Phone: �✓ —
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
l. A scale drawing of the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,thrust block locations and butler 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-MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide,Section IN,Practice Code 430-1313.
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.
NOTE: A buffer strip d-5—feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NP rS, NC
T '996

E)Ui]BTr D-6
Narrative of Irrigation System Operation
Describe(lie operation of the system in the space provided below or on a similar sheet most cominient to the designer/supplier.
Include procedures such as start-up,shutdown, winterization and regular maintenance of all equipment.
1
- I
- --- I
t
Nu rS, NC
J !996

We t tablc> _res For f-al d fa L �
TravP1 lane space _ 70 New or ] cis Ling �Xi��,'�C,
-- lI�E�``• art i Szo i '
pia. I Pu111 7 - tal
d Table Ta X ! 4d/[=35�0 Total � E-di Tab]_e Acres
-Lb-ZQ--1 7b.0........
2F
E-T
- - _-- - --25.
33
L�� — 1. ��70 AM
.q5l -90
31¢D III 31 l D(v FEZ 11011.__. _ 7•S3_� �.
1 i
Fq
RE 31 EE70 _/oho
_ 3IQn �� 31a 570 1�70 _ aq _ 7- 3,-1
eLL 70_z 1t06 a9D _i � 7.5a�
C170 11� `

GRA-MAC DISTRIBUTING COMPANY
Design-Sales-Service
Complete Irrigation Systems
Telephone: [phone] 2310 NC HWY 801 N
[phone] Mocksville NC 27028
Toll Free 1-800-422-3560
Fax[phone]
4-12-05
Specification Sheet
Donald Payne Dairy
1. Acres under traveler coverage is +/- 108 acres.
2. Traveler is a Kifco E37A with 1100' of 3.7"ID PE hose and a Nelson SRi 50 Gun.
3. Nelson SR150 Gun performance with a 1.1"Taper Bore Nozzle is 295 GPM, 360'
Diameter @ 70 PSI.
4. Travel lane spacing is+/-260'.
5. Pressure loss in 1100' of 3.7"ID PE hose @ 295 GPM is 35 PSI.
6. Friction loss in 6"PR200 Gasketed PVC pipe is 27/100'.
7. Liquid velocity in 6"PR200 Gasketed PVC pipe @ 295 GPM is 3.40'/Sec.
8. Pressure requirements are as follows:
Gun 70 PSI
3950' of 6"PR200 PVC pipe 11 PSI
1100' of 3.7"ID PE hose 35 PSI
Elevation+/-25' 11 PSI
Misc. 5 PSI
132 PSI
305 Head Feet

GRA-MAC DISTRIBUTING COMPANY
Design-Sales-Service
Complete Irrigation Systems
Telephone: [phone] 2310 NC HWY 801 N
[phone] Mocksville NC 27028
Toll Free 1-800-422-3560
Fax[phone]
4712-05
Specification Sheet'
Donald Payne Dairy
Page 2
9. Application Rate is as follows:
96.3 x GPM x 360
3.14 x (.9(radius)) ARC
96.3 x 295- -- x 360
3.14 x (.9(180)) 310
28409 x 1.16 = .39In/Hr
82406
10. Travel Speed is as follows:
19.3 x GPM _ = 19.3 x 295 = 5694 = 21.9In/Min
Lane Space x App. Depth 260 x 1.0 260
1.83 Ft/Min
= 109.8 Ft/Hour
11. Pump is a Berkeley B3EPB(SL) 3PZ Electric Pump &Motor with a Slurry Impeller.
12. Pump pressure requirement at 295 GPM is+/- 132 PSI or 305 Head Feet.
13. Pump horsepower requirement is 75 HP,

C nald Payne Dairy :ic
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FROM EHNR PRO 04.09.2003 12:53 P. 3
MY
CAW?Wet4hie Aare Slationtuy SprinWer/Cun Computation.Worlmhoot. 2120/9.4
STATIONARY SPRINKLER %GUN SYSTEM
I. Farm Number (Identification) ._ 4�"d� Field Number(Identification)
2. Irrigation System Designation t� Existing Irrigation System
New/Ezpadded Irrigation System
3. Number of Stationary Sprinklers #Interior sprinklers Z #Exterior sprinklers
4. Wetted Diameter u? [feet]From field data sheet
S. Spacing Sprinkler spacing along lateral [feet]
a Sprinkler sp:oing as percentage of wetted diameter
6. Sprinkler Pattern ✓ Multiple Laterals Single Lateral
Excessively&paced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based'-on pattern, spacing, and sprinkler location.
Acres per Interior sprinkler from Table_,I_ Column i_
7� Acres per Exterior sprinkler from Table 3 Column G
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in
the field. Sum. all of these and this is the total irrigated acreage for the field.
�D (a)Acres per Interior Sprinkler X _#Sprinklers - _ Acres
(b) Acres per Exterior Sprinkler X 2�# Sprinklers -,r Acres
9 Total Weitable Acre for field (Sum: 8$
Wettable Acre Computational Worksheet Completed by: Date: Z7
0

Wettable Acres Determination Certification
Name of Facility: c, s,.-Vi Facility Number:
Phone No: S..a's,-(Q 7--9 Z z.31
Owner(s) Name: --cwc d 4L
Mailin--Address:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Detqrmination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification wily be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical-
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to .the existing irrigation system or any new irrigation equipment was required to
ti, 0 t:1
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: 2.,
Owner Signature: 6 P
V Date:
'technical Specialist Name:
gnature: 11'11�41 n % Date: G/116
Technical Specialist Si
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:—
Irrigation Specialist/PE Signature:_
gate:
Subunit this form to-
Attn: Sonya Avant
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC-7/99

'^AWMP Wettable Acre Traveling Gun Can"tatiwW Wwksheet.2.20-99
7
Hard Hose Traveling Gun System
COMPUTATIONAL WOIZKSIHET
1. Farm Number(Identification) _ Field Number(Identification) _
2. Irrigation System Designation ✓Existing Irrigation System New/Expanded Irrigation System
3. Number of Travel Lanes ? #Interior Lanes #Exterior Lanes 125c. [feet] Length of pull(L 1)
#Interior Lanes 4#Exterior Lanes o feet]Length of pull(L2)
#Interior Lanes #Exterior Lanes _[feet]Length of pull(L3)
4. Wetted Diameter [feet] From field.data sheet
5. Spacirig 2 7-7 Hydrant Spacing [feet] ,' �[as percent of wetted diameter]
6, Hydrant Layout V'�Multiple Hydrants Single Hydrant Excessively spaced Hydrants.
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) � Interior or Exterior(Lane/Hydrant)
/.14 (a)Acres start end of pull from Table ( �?r;_ Column 0
7.95 (b)Acres middle portion of pull (LI)
{Pull Length�5g[feet] X Wetted Width Z?� [feet]} /43,560
. (c)Acres stop end of pull from Table F!7o Column
10,CO Total acres for Travel Lane Length (LI) (Sam: a+b + c)
Travel Lane Length (L2) Interior or V�Exterior(Lane/Hydrant)
.1 s (a)Acres start end of pull from Table _ ' Column
-9,414-�(b)Acres middle portion of pull (L1)
{PuR.Length 125o [feet] X Wetted Width [feet]) 143,560
1,04 (c)Acres stop end of pull from Table_ ; -
7-0 Column G;.
9 i '66 'Total acres for Travel Lane Length (L2) (Sum: a+b + c)
Travel Lane Length (L3) Interior or Exterior(Lane/Hydrant)
(a)Acres start end of Frill frorn' Table - _ Column.
(b) Acres middle portion of pull (L1)
{Pull Length [feet] X Wetted Width [feet]) /43,560
(c)Acres stop end of pull from .Table —— Column
Total acres for Travel Lane Length (L3) (Sum: a+b + e)
8. Multiply the tabulated irrigated acreage value per travel pull by the number&-pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
/� .0, (a) Acres per Travel Lane Length (LI) X #Lanes — J Acres
176P (b) Acres per Travel Lane Length (L2) X 4 #Lanes 7. i- Acres
(c) Acres per Travel Lane Length (L3) X #Lanes = Acres
Total CAWMP Wettable Acres for field (Suffix 8a + 8b+ 8c)
F
Wettable Acre Computational W orksheet Completed by- a; --_ �.=i" ax _ Date:

CAWMp Wettable Acre A Traveling Gun Field Data sheet,2no/99
Hard Hose Traveling Gun System
FIELD DATA SHEET
I Make and model number
03
2. Hose length 12 [feet] and hose inside diameter(ID) 4 [inch]
3. Gun make and model number
4. Gun nozzle size— 1.Z,, -[inch], ring orifice, ✓ taper bore.orifice.
5. Gun arc angle ­2 70 [degrees]
6. Travell lane spacing t- 27 7 [feet]. Indicate-whether uniform, random.
Number of exterior hydrants 141
Number of interior hydrants 7. Gun wetted diameter 395 [feet]. measured, based on gun chart.
8. Gun pressure 7.0,, [psi]. observed at working gauge,
determined from gun charts, calculated(show calculations)
**9. Operating pressure at hose reel, /Q!G---[psi]- observed at working gauge,
provided by owner.
**10. Supply line size [inch] (from,pump to last hydrant).
11. Supply line length 280c, feet (maximum pumping distance).
12. Supply line type "'- PVC, aluminum.
**13. Pumt) make and model number
telf kc-ekc--
14. Pump capacity, " 3;-5
gpM1.
*t*15. ..-Engine make.-andmodel number­
or
**16. Electric motor horsepower and rpm 7.5 [hp] _[rpm]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply fine.
Irrigated acres will be determined by travel lane
Optional data, furnish where possible.
Information furnished by
and/or
Signature of Owner 4'Facility Representative Signature of Technical Specialist
Printed Name OfOwner,or Facility Representative Printed name of Teclinical Specialist
Date-- Date
Only the person or persons collecting the data should sign the data sheet.

e•
L
acres
Total area
98 : 0 acres
D J= 4I
of
� f
i
PayAr- Dairy
LLJLY6n�cr �� tiLC.

GRAdMAC DISTRIBUTING COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
2310 NC HWY.801 N
TELEPHONE:ADVANCE EXCHANGE
(9101 998-3232 MOCKSVILLE, N. C. 27028
(9101 993.3800
NC TOLL FREE 1-800-422-3560
System Operation
Transfer Pum--
System Start-Up
1. Attach suction to pump.
2. Prime pump.
3. Start motor.
4. Open gate valve slightly.
5. Evacuate air from the line.
6. Open gate valve to allow approx. 125 GPM to pass.
System Shut Down
1. Turn off motor.
2. Close down gate valve.
3. Remove suction from lagoon.
Winterization
1. Open all drains.
2. Make sure to drain water from between the check valve and the gate valve.
3. After system has drained, close.drain.s::
Maintenance
1. Follow all maintenance manuals supplied with the system.
2. Replace any worn or damaged parts as soon as possible.

BIG GUN° PERFORMANCE TABLES U.S. UNITS
10 SERIES BIG GUNS - 240 TRAJECTORY"
_d0 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzie Nozzle Nozzle
•S" .65" ozzi 9" 1.0"
P.S.I. GPM DIA. GPM DIA. GPM CIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA, GPM DIA. + GPM CIA. GPM DIA.
4Uf. , "t91' { �r 2 k 8?
50 5o 205' 64 215' 74 225' 87 235' 100 245' 115 25S' 130 265' 1 150 273' 165 260' 204 300'
4 0� MACUM=._ e�In:•i29dy B r5.
1�9:
70 " 60 225' 75 238' 88 250' 103 263' 120 275' 136 283' 155 295' 177 302 197 310' 243' 338'
WW", i >J.PI�' 'l�ii'Txs�� rt . �.:�- Mumma-- 4 E 1 3�5z�: y
90 68 245' 83 258' 700 270' 1117 283' 135 295' 155 308' 175 315' 201 326 223 335' 274 362'
Q � � a�A -M . `s:' :199_};i -'QM •f{ 25dR;;U1 W
110 76 265' 92 278' 111 290' 129 303' i 150 315' 171 324' 195 335' 222 344' 247 355' 304 380'
Available only with F100 8 SR100.
100 R RING NOZZLES 100 DN DIFFUSER NOZZLES
PSI .71 RING .77 RING .81 RING .86 RING .89 RING .93 RING .96 RING 0.5 DN 0.6 DN 0.7 DN 0.8 DN
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
- r '3, c - - ATM'J�fir.M7J#;iW4=2k7QM 's'IW'
40 66 208 78 212 w 91 215 103 224 118 235 134 238 152 242 45 154 66 168 91 182 lie 196
i�OREF. B l4Us `FY aw. S ze o t. �saa a..;t
60 81 235 96 240 110 245 125 260 141 270 164 275 1833 2_80 - - - - IIQ 2 0 143 216
80 94 255 111 265 127 275 145 285 163 300 189 305 211 315 - - - -
u49Q 9�N o 1 4 296 c 5 y.""`._I NEW
1: ' y. � �� �,. "4
100 105 270 124 280 142 295 162 305 182 320, 212 325 236 335 - -
sy1 " liP 275 `. 0" 85 j 3 5 .. ,I.125P335 t2A83.4i
"The diameter of throw is approximately 3%less for the 21°trajectory angle,6%less for 18°.
150 SERIES BIG GUNS -- 240 TRAJECTORY`*
150 T TAPER BORE NOZZLES
Nozzle j Nozzle Nozzle Nozzie Nozzle Nozzle Nozzle
.7" ` .8" .9" 1.0" 1.1" 1.2" 1.3"
P.S.I. GPM DIA. I GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
; �'�#•` - �0'•"�1�' ,• 3,L�T�. k. _. . ,- n "UcBa..'�.46._ H.
s�60 r 110 265' -y!-�143 285' 182 305' 225 325' - 275 345' 330 365' 385 7 380,
�i!e t.`::� i�a,Yf��r._ 47 �.i Vi�C.2ie'.Z.. .�. .'�i' Ep:dNf�7.-r-�f.-"3=�s •,y'.�..'� r�"y�y���'r`�' +;,�. ::uYiA.�.7i.L1C7..��a�.'aS�.� 'y1 ..
8�0 126 290' 165 310, 210 335' 260 355 315 375 380 395' 445 410'
SiSN UMAEffa mi3.� .: ..a�.m Q " �::i�T'�i'�Q
1100 143 310' 185 330' 235 355' 29C 37.5, 355 400' 425 420' 500 440'
'tb e��` 1t �4� "$ �.'a•"•"i85 ;';_`-`._i: ;3gk .. �p r. U sue'_ +`2�n�
120 157 330' 204 350' 258 375' 320 395' 365 420' 465 440' 545 460'
150 R RING NOZZLES _
Ring Ring Ring Ring ' Ring Ring Ring
86" .97" 1A8" 1.18" 1.26" 1.34" 1.41"
P.S.I. -GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
i.''50:V"'--''-100-':c':�. - �.�. , 30 i .�.5,3ai ,•:'3-"35Q
�r245' 3. t. g [2855J et - -bti
60 110 260' 143 280' 182 300' 225 315, 275 335' 330 350' 385 365'
mlR 'L�
80 126 280' 165 300, 210 320 260 340 315 360 380 36�0' 445 395'
0W. IEEE=9= �W31,f7? ;sr,.iza �7 ''.'..
100
143 300' 1 185 320' 235 340' 290 360' 355 380' 425 406' 500 415'
�s:�"•
120� 157 315' 204 335' 258 360, 320 380' 385 400' 465 420' 545 435'
'The diameter of throw is approximately 3%less for the 21"trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY*"
200 T TAPER BORE NOZZLES
Nozzle ��Nozzle Nozzle Nozzle
Nozzle Nozzle Nozzle Nozzle Nozzle
1.05" 1.1" 1.2" 1.3" 1.4" 1S" 1.6" 1.75" 1.9"
P.S.I. GPM DIP.. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. I GPM DIA. GPM DIA. GPM DIA.
i;�$da*� :25t):�.w'F3gS!d,.�'�� 7,6 g�1'�`_1�.�4 `4ip.aP :r.�'fb436`�s• 1 6135\'iz.ri457t1:aE755
A5;�70 270 360' 310 380' 355 395' r 415 410 480 430 555 450' 630 465' 495'f1 a6' �9iG�9U: z + Q.S90 310 390' 350 410' 405 . 425' 475 445' 545 465 625 485' 715505' 55 5675v 480' 60" b5 -z
6 ate 0 d 17 � w
110 340 410' 390 430' _ 445 455 525 470' 005 f495 895 515' 790 535' 945 565' 11,0 590'
°ri20 :�ra'�56 0 i4215 c:��J�hk� 46s $Qnak@3.03��ry i72a^f :50 5 825- GS65�. Bra1 6
130 370 425' 425 445' 485 465' 565 485' 655 515' 755 540' _860 560' 1025 590' 1210 620'
200 R RING NOZZLES
1 W Ring 1 3/e"'Ring ' 1 yr"Ring 1 5/e"Ring 13AV Ring 1 rA"Ring 2"Ring
f1.29"actual) (1.46"actual) 0,56"actual) (1.66"actual) ! (1.74"actual) (1.83"actual) (1.93"actual)
PS.I. taPM DIA. GPM D! GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA:
60 250 340' 330 370' 385_ 390' 445 410 515 425 585 440' 695 455'
Imo` ?�`A <z✓x,3�. �''ffii_k3.a�y..a��406"� ..�48Q'�l'=:�3-,> .. 3�;s�4 ..a.n'•��5�.�.•�"`�="..�7�+`5��7�i1:�
�,80 290 370 f 380 400' 445 420' 515 4401 59D 455 675 470' 805 490'
u_ ce310�. '1a3d4xr�is��" kt � tF3 r 13 5' S_ e� a 5'L !" Y . r
-100 325 390' 425 425' Soo 445' 575 465' 660 460' 755 500' 900 520'
r1LO R� .4G:. 'z4t " ` ` .a5 56'i3 � �6654�Q.mk��� t fit:•" ` 5+M1 5�5E
120 355 410 465 445' 545 465' 630 485 725 500 825 520' 985 545'
a.f30 +• `l�S+ '.H i.moo a�485:.fnd60' ��88T tr4T0�� `� 05•�"' �49.Or .+ r.� 755v'7�� �880�525Ek 2v`':'�Tt b•_7
r-r,=
"The diameter of throw is approximately 2%lass for the 24°trajectory angle,5%less for the 210 trajectory angle.
The BIG GUNe performance data has been obtained under ideal test conditions and may be adversely affected by wind,poor hydraulic entrance conditions or other factors.
Nelson Irrigation Corporation makes no representation regarding droplet condition,uniformity,or application rate.

Tf JRUST BLUL;AIIHv vvater unuei N�f pipe r appurtenances in response to thrust.
be provided, as necessary,to prevent movement of pipe or app
Types Of Thrust Blocking:'f thrusts,due to high pressure, are expected, anchor a ❑
'valves as below. At vertical bends anchor to resist O
outward thrusts.
1. Thru line connection, tee
2. Thru line connection, cross used as tee ti
3: Direction change, elbow �
4. Change line size; reducer
5. Direction change, tee used as elbow •.�
6. Direction change, cross used as elbow p
7. Direction change
S. Thru line connection, wyeOman
-
g. Valve anchor
10. Direction change vertical, bend anchor
11. End Caps (above or below ground)
Thrust Blocking is Required Wherever The Pipeline.
* Changes direction (e.g.,tees, bends, elbows and crosses)
* Changes size at its reducers
* Stops, as at dead ends
* Valves and hydrants, at which thrust develops when closed.
Depends On:
Size And Type Of Thrust Blocking De
i * Maximum system pressure
* Pipe size appurtenance
* Type and size of fittings or
* Line profile (horizontal or vertical bends)
* Soil type
iv
i

GRA,-MAC DISTRIBUTING (COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
2310 NC HWY.801 N
ELEHHONE:ADVANCE EXCHANGE MOCKSVILLE, N. C. 27028
19101 998-3232
(9101 998-3800
NC TOLL FREE 1-800-422-3560
System operation
Pa,tie Dairy
System. Start-Up
and pull out hose. Please remember buffer zones.
1. Attach travler to hydrant
2. Attach suction to pump.
3. Prime pump.
4. Start motor.
5. Open discharge gate slightly.
6. Evacuate all air from system, lines.
7. open discharge gate valve fully.
8. Start traveler motor and set travel speed to proper setting.
9. Make sure gun is set to proper angle.
System Shut Down
1. Stop motor.
2. Close discharge gate valve.
3. Move traveler to next location or to storage.
4. Remove suction is pumping is complete.
Winterization
1. Open all drains in the system.
2. Make sure to drain water from between the check valve and the gate valve.
3. After system is drained, close drains.
Maintenance
1. Follow all maintenance manuals supplied with the system.
2. Replace any worn or damaged parts as soon as possible.
3. Grease hydrant stems annually.

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