310037_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 Pennit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0037 Certificate Of Coverage Number: AWS310037
2. Facility Name: W&K and McKay Farm
3. Landowner's Name(same as on the Waste Management Plan): Sheila McKay
4. Landowner's Mailing Address: 1191 E NC 24
City: Kenansville State: NC Zip: 28349
Telephone Number: 910-296-0489 Ext. E-mail:
5. Facility's Physical Address: f/O 2— S'are
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): William P McKay
g, Farm Manager's telephone number(include area code): 910-296-0489 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): S'a� e�� ��S
10. Operator Name(OIC): William P.McKay Phone No.: 910-290-1225 OIC#:
11. Lessee's Name(if there is not a Lessee,write"None"): I
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 11,016
Oueratlon Types:
Swine Cattle Dry Poultry Other Tyner
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

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application'may be subject 'to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more-than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Title: M4D TIPV
Signature: Date: A'SAI
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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 61rl 87 ^/Q 1f.5`86 7L�r 169,448.00 19.00
#2 a J C L g IJC� �O O rU 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

version--November 26.2015
Mortality Management Methods
indicate which method(s)will be implemented.
When selecting multiple methods Indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality '
Burial three feet beneath the surface of the ground within 24 hours of knowledgestream or public ed of water
❑ ❑ death. The burial Must bottom at least 300 feet from of the burial pit should bet least one foot above the seasonal
(G.S.106-403). The
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEG under CIS 15A NCAC
❑ 13B.0200.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete Incineration according to 02 NCAC 62C.0102.
A composting system approved and permitted ay 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 DEG.
In the case of dead poultry only,placing In a disposal pit of a size and design approved by the
❑ ❑ NC Department of Agriculture&Consumer Services(G.S,106-549.70).
Any method which,in the professional opinionof the State Veterinarian,would make possible
❑ ❑ the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for fames covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines fame-specific mortality man-
agement methods to be used for mass mortality. The NCDABCS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
Venal must be done in accordance with NC General Statutes and NCDABCS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• to the event of Imminent threat of or measures des oral accordingncy,the State eterinarian t G.S. 106 399.4,enact
additional temporary procedures 13
A 0 q
Signature rm nager
Date
3
i
Date
ignatll f Tec I specialist

Nutrient Management Plan For Animal Waste Utilization
05-10-2017
This plan has been prepared for: This plan has been developed by:
W&K and McKay Farm (31-37) Ronnie G. Kennedy Jr.
Shelia McKay Agriment Services, Inc.
1191 East NC 24 PO Box 1096
Kenansville, NC 28349 Beulaville, NC 28518
[phone] 252-568-2648
oe
D eloper ignature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
chnical Specialist Signature Date
538969 Database Version 4.1 Date Printed: 05-10-2017 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 10,211,830 gals/year by a 11,016
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 18407
Incorporated 22088
Injected 22088
Irrigated 18407
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 181,407 19592 -11185 10,86%040 -6571,210
Year 2 18,407 22754 -F -4,347 1 12,623,286T— -2,411,456
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
584878 Database Version 4.1 Date Printed: 05-10-2017 Source Page 1 of 1

Narrative
W&K and McKay Farm(31-37)
This waste plan is based on the certified wettable acre det completed by Bill Thomas of the Duplin
SWCD on 4/16/02. The agronomic rates are based on the certified wup completed by Johnny L.Lanier
of Duplin SWCD on 4/19/00. The cropping system has not changed from 4/10/00. The plan has been
updated to reflect the wettable acres as depicted by the county office in the most current shell of the
nutrient mgt.plan.
(Update 03/04/03)-Per Regional Agronomist Suggestions per on site visit requested by DSW. It is
permissible for Mckay Farm to have an interim crop of Millet for the Summer of 2003. The application
Windows for this crop will be 3/15 -8/31 and the agronomic rate will be 110 lbs.N per acre. The millet
will be planted on pulls 18 thru 21 which are currently in fescue.
(Update 01/15/04)-This waste plan is the most accurate way to denote soil types and wetted acreage on
pulls based on Bill Thomas wetted acreage determination completed on 4/16/02. However,a new center
pivot irrigation system was installed on this farm and the following breakdown has occurred: Pivot 1
will take the place of pulls 22,23,and 24 and will cover 8.83 acres(an ERR 2 form will be created for
8.83 acres and kept once a complete circle occurs) Pivot 2 will take the place of pulls 11, 13, 15, 17, 18,
19,21,and 22. However,pulls 18, 19,20,and 21 are on Fescue while the others remain on Bermuda.
Soil types are consistent for 18-21 and soil types are consistent for the remaining pulls 11, 13, 15, 17
under Pivot 2. (an IRR 2 form will be created for 18-21 with the total acreages of the Fescue coverage
being at 12.2 acres,a separate IRR 2 form will be created for the remaining pulls under this pivot which
equates to 18.17 acres for a total coverage area for Pivot 2 being at 30.37 acres)Pivot 3 will take the
place of pulls 6,7,and 8 total coverage of pivot will be 10.88 acres-soil types are consistent.(an IRR 2
form will be created for pivot equating 10.88 acres)Total difference in acreage of previous wetted
acreage system(with pull 25 eliminated)vs.new pivots/existing system= .38 acres less. This amount is
not significant with the deficit noted in the waste utilization plan. Therefore,this memo should be used
as an interpretation of actual farm activities.
(Update 05/29/12)-This waste plan is updated with all center pivots and a change in crop to part of
center pivot 2. It also is an update to the ownership of the farm.
(Update 05/09/17)- This waste plan is to change center pivot 3 to c/w/sb rotation and pivot 2 to
rye/millett pasture on back half and c/w/sb on front half.This plan also adds SUBCP3 and SUB9&10.
---------------------------------------------------------------------------------
584878 Database Version 4.1 Date Printed: 05-10-2017 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
4714 Pivot 1 8.83 8.83 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
4714 Pivot 2(B 15.19 15.19 N/A Johns Annual Ryegrass-Pasture 4.0 Tons
Pearl Millett,Pasture 4.3 Tons
4714 Pivot 2(F 15.19 15.19 N/A Johns Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
4714 Pivot 3 10.88 10.88 N/A Johns Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
4714 Pull 1 4.20 4.20 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
4714 Pull 10 5.00 5.00 N/A Lumbee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
4714 Pull 12 4.30 4.30 N/A Marvyn Corn,Grain 75 bu.
Wheat,Grain 40 bu.
Soybeans,Manured,Full Season 35 bu.
4714 Pull 14 1 3.70 3.70 N/A Marvyn Corn,Grain 75 bu.
Wheat,Grain 40 bu.
Soybeans,Manured,Full Season 35 bu.
4714 Pull 16 2.90 2.90 N/A Marvyn Corn,Grain 75 bu.
Wheat,Grain 40 bu.
Soybeans,Manured,Full Season 35 bu.
4714 Pull 2 3.20 3.20 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
4714 Pull 3 1.10 1.10 N/A Johns Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
4714 Pull 4 2.00 2.00 N/A Johns Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
584878 Database Version 4.1 Date Printed 5/10/2017
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
4714 Pull 5 3.80 3.80 N/A Johns Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
4714 Pull 7 1.90 1.90 N/A Johns Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
4714 Pull 8 0.95 0.95 N/A Johns Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
4714 Pull 9 3.60 3.60 N/A Lumbee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
4714 SUB9&10 1.50 1.50 N/A Lumbee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
4714 SUBCP3 1.50 1.50 N/A Johns Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 45 bu.
PLAN TOTALS: 89.73 89.73
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>—2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
584878 Database Version 4.1 Date Printed 5/10/2017
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid SolidManur
PA Fert. (lbs/A) PA ManurcA Manure Manure Applied
Nutrient Nutrient NuirienV plied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs1A) (lbslA) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N ga11A Tons 1000 gals tons
4714 Pivot I S7 Lucy 8.83 9.83 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 244.94 0.00
4714 Pivot I S7 Lucy 8.83 8.83 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *240 1 0 0 [rrig. 1 240 133.15 0.00 1,175.69 0.00
4714 Pivot (B S7 ohns 15.19 15.19 Annual Ryeg€ass-Pasture 4.0 Tons *9/1-3131 130 0 0 Irrig. 130 72.12 0.00 1,095.16 0.00
4714 Pivot 2(13 S7 ohns 15.19 15.19 Pearl Millett,Pasture 4.3 Tons *311-9/30 156 0 0 Irrig. 156 86.55 0.00 1,314.19 0.00
4714 Pivot 2(• S7 Pohns 15,19 15.19 Corn,Grain 120 bu. 2l15-6/30 130 0 20 Irrig. 110 61.03 0.00 926.68 0.00
4714 Pivot 2{ S7 Johns 15.19 15.19 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 [rrig. 53 29.40 0.00 446.49 0.00
4714 Pivot 3 S7 ohns 10.88 10.88 Com,Grain 120 bu. 2/15-6/30 130 0 20 Irrig. 110 61.03 0.00 663.96 0.00
4714 Pivot S7 Johns 10.88 10.88 Wheat,Grain 55bu. 9/1-4130 106 0 0 !rrig. 53 29.40 0.00 319.91 0,00
4714 Pull 1 S7 Lucy 4.20 4.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 116.50 0.00
4714 Pull I S7 Lucy 4.20 4.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9130 *240 0 0 Irrig. 2.10 133,15 0.00 559.22 0.00
4714 Pull 10 S7 Lumbee 5,00 5.00 Small Grain Overseed 1.0 Tons I0/1-3131 50 0 0 Irri;. 50 27.74 0.00 138.70 0.00
4714 Pull 10 S7 Lumbee 5.00 5.00 Hybrid Bemtudagrass Pasture 4.5 Tons 3/1-9l30 *275 0 0 Irrig, 275 152.56 0.00 762.82 0.00
4714 Pull 12 S7 Marvyn 4.30 4.30 Corn,Grain 75 bu. 2/15-6/30 86 0 20 Irrig. 66 36.62 0,00 157.45 0.00
4714 Pull 12 S7 Marvyn 4.30 4.30 Wheat,Grain 40 bu. 9/14130 84 0 0 Irrig. 42 23.30 0.00 100.19 0.00
4714 Pull 14 S7 Marvyn 3.70 3.70 Corn,Grain 75 hu. 2/15-6130 86 0 20 Irrig. 66 36.62 0.00 135.48 0.00
4714 Pull 14 S7 Marvyn 3.70 3.70 Wheat,Grain 40 hu. 9/14/30 84 0 0 1 Irrig. 42 23.30 0.0{� 86.21 0.00
5848770 Database Version 4.1 Date Printed: 5/10/2017 WUT I'a c I or 5

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A) PA ManureAi Manure Manure Applied
Nutrient Nutrient NutrientA plied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field a Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4714 Pull 16 S7 Marvyn 2.90 2.90 Corn,Grain 75 bu. 2/15-6/30 86 0 20 Irrig. 66 36.62 0.00 106.19 0.00
4714 Pull 16 S7 Marvyn 2.90 2.90 Wheat,Grain 40 bu. 9/1-4/30 84 0 0 Irrig. 42 23.30 0.00 67.57 0.00
4714 Pull 2 S7 Lucy 3.20 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 88.77 0.00
4714 Pull 2 S7 Lucy 3.20 3.20 Hybrid Benmudagrass Pasture 5.5 Tons 3/1-9/30 *240 0 0 Irrig. 240 133.15 0.00 426.07 0.00
4714 Pull 3 S7 ohns 1.10 1.10 Com,Grain 120 bu. 2/15-6/30 130 0 20 Irrig. 110 61.03 0.00 67.13 0.00
4714 Pull 3 S7 ohns 1.10 1.10 Wheat Grain 55 bu. 9/1 4/30 106 0 0 Irrig. 53 29.40 0.00 32.34 0.00
4714 Pull 4 S7 ohns 2.00 2.00 Com,Grain 120 bu. 2/15-6/30 130 0 20 Irrig. 110 61.03 0.00 122.05 0.00
4714 Pull 4 S7 ohns 2.00 2.00 Wheat,Grain 55 bu. 9/14/30 106 0 0 Irrig. 53 29.40 0.00 58.81 0.00
4714 Pull 5 S7 Pohns 3.80 3.80 Corn,Grain 120 bu. 2/15-6/30 130 0 20 Irrig. 110 61.03 0.00 231.90 0.00
4714 Pull 5 S7 Johns 3.80 3.80 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 Irrig. 53 29.40 0.00 111.73 0.00
4714 Pull 7 S7 Johns 1.90 1.90 Com,Grain 120 bu. 2/15-6/30 130 0 20 Irrig. 110 61.03 0.00 115.95 0.00
4714 Pull 7 S7 Pohns 1.90 1.90 Wheat,Grain 55 bu. 9/14/30 106 0 0 Irrig. 53 29.40 0.00 55.87 0.00
4714 Pull 8 S7 lJohns 0.95 0.95 Corn,Grain 120 bu. 2/15-6/30 130 0 20 Irrig. 110 61.03 0.001 57.97 0.00
4714 Pull 8 S7 Johns 0.95 0.95 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 Irrig. 53 29.40 0.00 27.93 0.00
4714 Pull 9 S7 Lumbee 3.60 3.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 99.86 0.00
4714 Pull 9 S7 Lumbee 3.60 3.60 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 549.23 0.00
4714 UB9&1 S7 Lumbee 1.50 1.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 41.61 0.00
4714 PUB9&IC S7 Lumbee 1.50 1.50 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 228.85 0.00
4714 SUBCP3 S7 ohns 1.50 1.50 Com,Grain 120 bu. 2/15-6/30 130 0 tO [
Irrig. E53
61.03 0.00 91.54 0.00
4714 SUBCP3 S7 ohns 1.50 1.50 Wheat,Grain 55 bu. 9/1-4/30 106 0 Irrig. 29.40 0.00 44.11 0.00
5848C Database Version 4.1 Date Printed: 5/10/20 WUT Page 2 nf 5

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fen. (lbs/A PA anureA Manure Manure Applied
Nutrient Nutrient Nutrien plied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
pbs/A) (lbslA) (Ibs/A)
Source Total U�, AppBc. App&a 1000
Tract Field a Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 10,869 041�5
Total Produced,1000 gallons 10,211.83
Balance,1000 gallons -657.21
Total Applied,tons z 0.00
Total Produced,tons 0.00
Balance,tons brit 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
5848 R Database Version 4.1 Date Printed: 5/10/2017 WUT Page 3 of 5

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fen. (lbs/A) PA ManurcA Manure Manure Applied
Nutrient Nutrient NutrientA plied Applied Applied (Field)
Req'd Applied pPbed (acre) (acre) (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
4714 Pivot I S7 Lucy 8.83 8.83 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 1 50 27.74 0.00 244.94 0.00
4714 Pivot 1 S7 Lucy 8.83 8.83 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *240 0 0 Irrig. 240 133.15 0.00 1,175.69 0.00
4714 Pivot 2(B S7 lJohns 15.19 15.19 Annual Ryegrass-Pasture 4.0 Tons *9/1-3/31 130 0 0 Irrig. 130 72.12 0.00 1,095.16 0.00
4714 Pivot 2(B S7 Johns 15.19 15.19 Pearl Millett,Pasture 4.3 Tons *3/1-9/30 156 0 0 Irrig. 156 86.55 0,00 1,314.19 0.00
4714 Pivot 2(F S7 Johns 15.19 15.19 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 brig. 53 29.40 0.00 446.49 0.00
4714 Pivot 2(F ST Johns 15.19 15.19 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 Irrig. 174 96.53 0.00 1,465.83 0.00
4714 Pivot 3 S7 Johns 10.88 10.88 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 Irrig. 53 29.40 0.00 319.91 0.00
4714 Pivot 3 S7 Johns 10.88 10.88 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 Irrig. 174 96.53 0.00 1,050.26 0.00
4714 Pull l S7 Lucy 4.20 4.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 116.50 0.00
4714 Pull 1 S7 Lucy 4.20 4.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *240 0 0 Irrig. 240 133.15 0.00 559.22 0.00
4714 Pull 10 S7 Lumbee 5.00 5.00 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 138.70 0.00
4714 Pull 10 S7 Lumbee 5.00 5.00 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 762.82 0.00
4714 Pull 12 S7 Marvyn 4.30 4.30 Wheat,Grain 40 bu. 9/14/30 84 0 0 Irrig. 42 23.30 0.00 100.19 0.00
4714 Pull 12 S7 Marvyn 4.30 4.30 Soybeans,Manured,Full Season 35 bu. 4/1-9/15 137 0 0 Irrig. 137 76.01 0,00 326.82 0.00
4714 Pull 14 S7 Marvyn 3.70 3.70 Wheat,Grain 40 bu. 9/1-4/30 84 0 0 Irrig. 42 23.30 0.00 86.21 0.00
4714 Pull 14 S7 Marvyn 3.70 3.70 Soybeans,Manured,Full Season 35 bu. 4/1-9/15 137 0 0 Irrig. 137 76.01 0.00 281.22 0.00
4714 Pull 16 S7 Marvyn 2.90 2.90 Wheat,Grain 40 bu. 9/14/30 84 0 0 Irrig. 42 23.30 0.00 67.57 0.00
4714 Pull 16 S7 Marvyn 2.90 2.90 Soybeans,Manured,Full Season 35 bu. 4/1-9/15 137 0 0 Irrig. 137 76.01 0.00 220.41 0.00
4714 Pull 2 S7 Lucy 3.20 3.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 88.77 0.00
4714 Pull 2 S7 Lucy 3.20 3.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 $240 0 0 Irrig. 240 133.15 0.00 426.07 0.00
4714 Pull 3 S7 ohns 1.10 1.101 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 Irrig. 53 29.40 0.00 32.34 0.00
4714 Pull 3 S7 ohns I.10 1.10 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 Irrig. 174 96.53 0.00 106.19 0.00
584878 Database Version 4.1 Date Printed: 5/10/2017 WUT Page 4 of 5

Waste Utilization Table Year 2
Nitrogen Cornm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A) PA anureA Manure Manure Applied
Nutrient Nutrient NutrienLA plied Applied Applied (Field)
Req'd Applied pphed (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Toil Use. AppGc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4714 Pull 4 S7 ohns 2,00 2.00 Wheat,Grain 55 bu. 9/1-4/30 106 1 0 0 Irrig. 53 29.40 0.00 58.81 0.00
4714 Pull 4 S7 Johns 2.00 2.00 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 Irrig. 174 96.53 0.00 193.06 0.00
4714 Pull 5 S7 Johns 3.80 3.80 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 brig. 53 29.40 0.00 111.731 0.00
4714 Pull 5 S7 Johns 3.80 3.80 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 brig. 174 96.53 0.00 366.82 0.00
4714 Pull 7 S7 ohns 1.90 1.90 Wheat,Grain 55 bu. 9/14/30 106 0 0 Irrig. 53 29.40 0.00 55.87 0.00
4714 Pull 7 S7 ohns 1.90 1.90 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 brig. 174 96.53 0.00 183.41 0.00
4714 Pull 8 S7 ohns 0.95 0.95 Wheat,Grain 55 bu. 9/14/30 106 0 0 Irrig. 53 29.40 0.00 27.93 0.00
4714 Pull 8 S7 ohns 0.95 0.95 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 Irrig. 174 96.53 0.00 91.71 0.00
4714 Pull 9 S7 Lumbee 3.60 3.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 99.86 0.00
4714 Pull 9 S7 Lumbee 3.60 3.60 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 549.23 0.00
4714 UB9&1 S7 Lumbee 1.50 1.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 41.61 0.00
4714 UB9&I S7 Lumbee 1.50 1.50 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 228.85 0.00
4714 SUBCP3 S7 ohns 1.50 1.50 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 Irrig. 53 29.40 0.00 44.11 0.00
4714 SUBCP3 S7 ohns 1.50 1.50 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 174 0 0 :Irrig. 174 96.53 0.00 144.80 0.00
Total Applied,1000 gallons 12,623.29
Total Produced, 1000 gallons 10,211.83
Balance,1000 gallons -2,411.46
Total Applied,tons ,a 0.00
Total Produced,tons `, 0.00
Balance,tons h ^ - 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol* means user entered data.
58487R Database Version 4.1 Date Printed: 5/10/2017 WUT Page 5 of 5

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
4714 Pivot 1 Lucy 0.60 1.0
4714 Pivot 2(B Johns 0.50 1.0
4714 Pivot 2(F Johns 0.50 1.0
4714 Pivot 3 Johns 0.50 1.0
4714 Pull Lucy 0.60 1.0
4714 Pull10 Lumbee 0.40 1.0
4714 Pull12 Marvyn 0.50 1.0
4714 Pull14 Marvyn 0.50 1.0
4714 Pull16 Marvyn 0.50 1.0
4714 Pull Lucy 0.60 1.0
4714 Pull Johns 0.50 1.0
4714 Pull Johns 0.50 1.0
4714 Pulls Johns 0.50 1.0
4714 Pull? Johns 0.50 1.0
4714 Pull Johns 0.50 1.0
4714 Pull Lumbee 0.40 1.0
4714 SUB9&10 Lumbee 0.40 1.0
4714 SUBCP3 Johns 0.50 1.0
584878 Database Version 4.1 Date Printed 5/10/2017 IAF Page 1 of I
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
F6ton
PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
ISO 14.69 123.75 247.49 371.24
11 Y.E. 30029.38 61.87 123.75 185.62
yu 160 15.67 116.01 232.02 348.03
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584878 Database Version 4.1 Date Printed: 05-10-2017 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. 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 a Storaize Ca ity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacitya s)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 73
1 2 76
1 3 91
1 4 105
1 5 122
1 6 147
1 7 145
1 8 139
1 9 141
1 10 134
1 11 128
1 12 116
2 1 106
2 2 104
2 3 115
2 4 135
2 5 165
2 6 180
2 7 180
2 8 180
2 9 180
2 10 158
2 11 L132 12
*Available Storage Capacity is calculated as of the end of each month.
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584878 Database Version 4.1 Date Printed: 05-10-2017 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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584878 Database Version 4.1 Date Printed:5/10/2017 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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584878 Database Version 4.1 Date Printed:5/10/2017 Specification g

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. animal production at the facility is to be suspended or terminated the
If a a p od y p ,
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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584878 Database Version 4.1 Date Printed:5/10/2017 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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584878 Database Version 4.1 Date Printed:5/10/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pivot 2(F,Pivot 3, Pull 3,Pull 4,Pull 5, Pull 7,Pull 8,
SUBCP3
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): Pull 12, Pull 14,Pull 16
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
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584878 Database Version 4.1 Date Printed: 05-10-2017 CropNote Page 1 of 5

The following crop note applies to field(s): Pull 10,Pull 9, SUB9&10
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): Pivot 1,Pull 1,Pull 2
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
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584878 Database Version 4.1 Date Printed: 05-10-2017 CropNote Page 2 of 5

The following crop note applies to field(s): Pull 10,Pull 9, SUB9&10
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pivot 1,Pull 1,Pull 2
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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584878 Database Version 4.1 Date Printed: 05-10-2017 CropNote Page 3 of 5

The following crop note applies to field(s):Pivot 2(F,Pivot 3,Pull 3,Pull 4, Pull 5,Pull 7,Pull 8,
SUBCP3
Wheat:Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March.The total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Pull 12,Pull 14,Pull 16
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time.The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Pivot 2(F,Pivot 3,Pull 3,Pull 4,Pull 5,Pull 7,Pull 8,
SUBCP3
Soybeans-Full Season,Coastal Plain: Mineral Soil, low-leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety"green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions.Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows.Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen.However,applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor.Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans.Timely management of weeds and insects is essential for
profitable soybean production.
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584878 Database Version 4.1 Date Printed: 05-10-2017 Crop Note Page 4 of 5

The following crop note applies to field(s): Pull 12,Pull 14,Pull 16
rr Soybeans-Full Season,Coastal Plain: Mineral soil,medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety"green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows.Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However,applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor.Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans.Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): Pivot 2(B
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): Pivot 2(B
Pearl Millett: No Comment
---------------------------------------------------------------------------------
584878 Database Version 4.1 Date Printed: 05-10-2017 Crop Note Page 5 of 5

IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name David Mckay COUNTY Duplin
Adress PO Box 66
Kenansville, NC 28349 DATE 04/16/2002
Telephone [phone] Facility# 31-37
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
4714 1 0.7 3.46 0 4.16 EE65 B 603 250 LsB 1 0-5 Bermuda Pasture/small grain 0.5 1
4714 2 0.7 2.51 0 3.21 EE65 B 626 175 LsB 0-5 Bermuda Pasture/small grain 0.5 1
4714 3 0.6 0.46 0 1.06 EE70 B 129 157 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 4 0.53 1.51 0 2.04 E170 B 331 200 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 5 0.74 3.1 0 3.84 EE70 B 520 260 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 6 0.66 1.79 0 2.45 E170 B 392 200 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 7 0.66 4.72 0 5.38 E170 B 935 220 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 8 0.92 2.38 0 3.3 EE70 B 400 260 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 9 0.58 3.04 0 3.62 EE65 B 736 180 LuA 0-5 Bermuda Pasture/small grain 0.5 1
4714 10 0.58 4.39 0 4.97 EE60 B 850 225 LuA 0-5 1 Bermuda Pasture/small grain 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: Date - -OZ

IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name David Mckay COUNTY Duplin
Adress PO Box 66
Kenansville, NC 28349 DATE 04/16/2002
Telephone [phone] Facility# 31-37
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
4714 11 0.74 5.73 0 6.47 EE70 B 960 260 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 12 0.92 3.36 0 4.28 EE70 B 646 260 MCC 0-5 Bermuda Pasture/small grain 0.5 1
4714 13 0.66 4.82 0 5.48 E170 B 955 220 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 14 0.66 3.08 0 3.74 E170 B 610 220 MCC 0-5 Bermuda Pasture/small grain 0.5 1
4714 15 0.66 4.38 0 5.04 E170 B 868 220 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 16 0.66 2.2 0 2.86 E170 B 473 220 MCC 0-5 Bermuda Pasture/small grain 0.5 1
4714 17 0.66 4.95 0 5.61 E170 B 982 220 JoA 0.5 Bermuda Pasture/small grain 0.5 1
4714 18 0.66 3.5 0 4.16 E170 B 701 220 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 19 0.66 3.09 0 3.72 E170 B 613 220 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 20 0.66 1.96 0 2.62 E170 B 389 220 JoA 0-5 1 Bermuda Pasture/small grain 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section 11 G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: Date

IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name David Mckay COUNTY Duplin
Adress PO Box 66
Kenansville, NC 28349 DATE 04/16/2002
Telephone [phone] Facility# 31-37
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area I (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
4714 21 0.74 0.93 0 1.67 EE70 B 184 220 JoA 0-5 Bermuda Pasture/small grain 0.5 1
4714 22 0.66 2.58 0 3.79 EE70 B 512 220 LsB 0-5 Bermuda Pasture/small grain 0.5 1
4714 23 0.66 3.47 0 4.13 E170 B 689 220 LsB 0-5 Bermuda Pasture/small grain 0.5 1
4714 24 0.74 1.62 0 3.1 EE70 B 290 220 LsB 0-5 Bermuda Pasture/small grain 0.5 1
4714 25 0.16 1 0.14 0 0.3 E90+ B 43 150 LsB 0-5 Bermuda Pasture/small grain 0.5 1
0-5 0.5 1
0-5 0.5 1
0-5 0.5 1
i
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: Date

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model number-6 r U LZ
2. Hose length � _ [feet] and hose inside diameter (ID) 3 [inch]
3. Gun make and model number Ale Vs n r, I 50 B
4. Gun nozzle size . 7 7 [inch], ring orifice, taper bore orifice
S. Gun arc angle )80 [degrees]
6. Travel lane spacing � .2 O [feet]. Indicate whether uniform or random.
Number of exterior hydrants . Number of interior hydrants
7. Gun wetted diameter -3-�- [feet]. measured or based on gun chart.
8. Gun pressure '7 l� [psi]- observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gpm]
**1S. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** j0pvtta,ional djfrur ' h where possible.
*** for tion furnished by
an /or
Signature of o er o acility re resentative Signature of technical specialist
D'aaicl-&oev
Printed name of o«rer or facility representative Printed name of technical specialist
Date A Date
*"*Only the person or people collectingthe data should sign the Field
gn Data Worlsheet.

0*19dciPle worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling y Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) _ Y71 LI Field number(identification)
2. Irrigation system designation X Existing irrigation system New/expanded irrigation system
3. .Number of travel lanes # Interior lanes #Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 12) [feet] from Field Data Worksheet
5. Spaying Hydrant spacing [feet) _ [as a percentage of wetted diameter]
6. Hydrant layout X 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)
CD 76 (a) Acres start end of pull from Table Column _ a
3=(b) acres middle portion of pull (L1)
(Pull length 1, 3 [feet] X Wetted width [feet)) / 43,560
(c) Acres stop end of pull from Table fFIAD Column=
L. Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L_ Interior or Exterior (lane/hydrant)
, - .?11 (a) Acres start end of pull from Table ,M� Column
I(b) acres middle portion of pull (L2)
(Pull length 1:, [feet] X Wetted width 115' [feet]} / 43,360
(c) Acres stop end of pull from Table 0a- -5- Column L
•a I Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) acres start end of pull from Tabled Column
•y� (b) Acres middle portion of pull (L3)
(Pull length)Z7i [feet) X Wetted width 1. ,�[feet]( / 43,560
(c) acres stop end of pull from Table 7d ColLimn _
I.D1,c Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiple-the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X _# Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X _ # Lanes =s Acres
�13 Total CA%%7MP wettable acres for field (Sum: 8a + 8b + 8c)
�.'"N.ttable acre Computational Worksheet Completed by: fl
�`• [ _
Date. I
Signature of technical specialist
n
1S/

i
1
AV- uldple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
I. Farm number(identification) Field number(identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes_7# Interior lanes #Exterior lanes feet] Length of pull(L1)
T# Interior lanes # Exterior lanes ,C [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 150 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] _ [as a percentage of wetted diameter]
6. Hydrant layout --Y,.Lfultiple 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 (L, Interior or Exterior (lane/hydrant)
.53 (a) Acres start end of pull from Table Column
I (b) Acres middle portion of pull (L1)
(Pull length 3 [feet] X Netted width UO[feet]} / 43,560
(c) Acres stop end of pull from Table Column C
a 14 Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior(lane/hydrant)
(a) Acres start end of pull from Table = 7d Column
n (b) acres middle portion of pull (L2)
(Pull lengthL:Q0 [feet] X Wetted width�P [feet]) / 43,560
(c) Acres stop end of pull from Table Z�71/ Column C_
I.?q Total acres for travel lane length (L2) (Sum: a + b + c)
Travel l e length (L-) >!' Interior or Exterior(lane/hydrant)
l,� (a) acres start end of pull from Table Column
.79 (b) Acres middle portion of pull (1-3)
(Pull length' i [feet] X Netted width P e0l [feet]{ / 43,560
(c) Acres stop end of pull from Table_f-1 2/2 Column G
r. STotal acres for travel lane length (U) (Sum: a + b + c)
8. Liultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X _# Lanes = acres
(b) Acres per travel lane length (1-2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = acres
�.3 Total CAZb7iP wettable acres for field (Sum: 8a + 8b + 8c)
gettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
15,/

Wultiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
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 feet] Length of pull(L1)
# Interior lanes #Exterior lanes [feet] Length of pull(1-2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter r�C�
�._ [feet] from Field Data Worksheet
5. Spaying _ Hydrant spacing [feet] _[as a percentage of wetted diameter]
6. Hydrant layout tifultiple 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 (L, X Interior or Exterior(lane/hydrant)
7 (a) Acres start end of pull from Table Column
(b) acres middle portion of pull (L1)
(Pull length 93S [feet] X Wetted width .' [feet]} /43,560
(c) .acres stop end of pull from Table_AO"�Q Column L
�#39 Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
7 y (a) Acres start end of pull from Table Column _
2
(b) acres middle portion of pull (L2)
t 8.18
� (Pull length 1/6Q [feet] X Netted width a Lo [feet]( / 43,560
n (c) Acres stop end of pull from Table Z�40 Column
3.10 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior(lane/hydrant)
9 _•58 (a) acres start end of pull from Table ���%� Column
�•!�L/(b) Acres middle portion of pull (L3)
(Pull length '�! '� [feet] X Wetted width 0 [feet]} / 43,560
(c) Acres stop end of pull from Table = Column C
?•fr.;Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. add all of these, and this is the total irrigated acreage for the field.
(a) acres per travel lane length (1-1) X -# Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) acres per travel lane length (L3) X _# Lanes = Acres
1.30Total CA%VZiP wettable acres for field (Sum: 8a + 8b + 8c)
..ettable .acre Computational Worksheet Completed by: L _
�l Date. �/-oz
Signature of technical specialist

(.Vuldple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) �7/y Field number(identification)
2. Irrigation system designation X Existing irrigation system New/expanded irrigation system
3. Dumber of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes (feet] Length of pull(L2)
# Interior lanes # Exterior lanes (feet] Length of pull(L3)
-I. Wetted diameter Pz 0 [feet] from Field Data Worksheet
5. Spacing _ Hydrant spacing [feet) [as a percentage of wetted diameter]
6. Hydrant layout 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 (L, Interior or Exterior(lane/hydrant)
S' (a) Acres start end of pull from Table,�i�Gd Column 0
(b) acres middle portion of pull (L1)
(Pull length 9.r6 [feet] X Netted widths [feet]] / 43,560
n (c) Acres stop end of pull from Table "•f) Column C_
Total acres for travel lane length (L 1) (Sum: a + b + c)
Travel lane length (L-) Interior or.Exterior(lane/hydrant)
.11
( l 7z/- (a) Acres start end of pull from Table _ 7�� Column -
3 (b) .acres middle portion of pull (L2)
(Pull lengthy[feet] X Wetted widtl;2r O [feet]} / 43.560
(c) Acres stop end of pull from Table�,& Column C-
•Lj Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior(lane/hydrant)
(a) acres start end of pull from Table Column
(b) acres middle portion of pull (1-3)
(Pull length [feet] X abetted width [feet]{ / 43,560
(c) Acres stop end of pull from Table ��ll Column C
• $ Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category- in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) acres per travel lane length (1-3) X # Lanes = Acres
Total C M". IP wettable acres for field S( um: 8a + 8b + 8c)
i�ettable.-acre Computational b%brksheet Completed by: 4I/ L�
Date:
Signature of technical specialist

Xul pte wrfrsheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) Ll 7= Field number(identification)
2. Irrigation system designation_Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes # Interior lanes_# Exterior lanes feet] Length of pull(L1)
# Interior lanes_#Exterior lanes (feet] Length of pull(L2)
# Interior lanes _# Exterior lanes (feet] Length of pull(L3)
-I. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout L Liultiple 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 (L, �< Interior or Exterior (lane/hydrant)
13 _ (a) Acres start end of pull from Table Column iC
�•��(b) acres middle portion of pull (L1)
(Pull lengthy [feet] X Wetted width g X (feet]) / -I3,560
(c) .acres stop end of pull from Table Column C _
y$ Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L_) interior or Exterior (lane/hvtirant)
L
(a) Acres start end of pull from Table 4�-J74 Column
(b) acres middle portion of pull (1.2)
]Pull length) [feet] X Wetted width.Ra7 [feet); / 43,560
(c) Acres stop end of pull from Table Column C
3•'�4 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) -Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table �1'�lColumn _
1 .3g (b) Acres middle portion of pull (L3)
]Pull length 2L9 (feet] X Wetted width,�Q [feet]) / 43.560
(c) Acres stop end of pull from Table C"Z• Column C--
S•%4 Total acres for travel lane length (U) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes =_acres
(b) Acres per travel lane length (1-2) X # Lanes = acres
(c) Acres per travel lane length (1-3) X # Lanes =_Acres
Total C: WNIP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable acre Computational Worksheet Completed by: _©� ��� ' Date:
Signature of technical specialist
�J

(Muldple w+orbheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling y Gun System
COMPUTATIONAL WORKSHEET
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 feet] Length of pull(L1)
# Interior lanes #Exterior lanes [feet] Length of pull(L2)
# Interior lanes #Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 150 [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Llultiple hydrants Single hydrant Excessively spaced hydrants
i. 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 (L, Interior or Exterior(lane/hydrant)
(a) Acres start end of pull from Table ,E7 70 Column L17
(b) acres middle portion of pull (L1)
(Pull lengthy[feet] X Netted width 2;O [feet1) / 43,560
(c) Acres stop end of pull from Table Column C
ig-gte Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L_) Y- Interior or Exterior(lane/hydrant)
w (a) Acres start end of pull from Table r57�'6Column _
4j(b) acres middle portion of pull (1.2)
(Pull length�.i [feet] X Netted width ado [feet]l /43,360
(c) Acres stop end of pull from Table Z17L1 Column C.
•�r ] Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) 5-�- Interior or Exterior(lane/hydrant)
.6 1c (a) acres start end of pull from Table -L 7�� Column /=
3.50(b) Acres middle portion of pull (L3)
(full length [feet] X Wetted width2,�0 [feetjj /43,360
d (c) Acres stop end of pull from Table ,1 Column �-
�• ] Total acres for travel lane length (U) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per tra%-el pull by the number of pulls of each
category in the field. add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes =_Acres
(c) Acres per travel lane length (L3) X _# Lanes =_Acres
Total C Xtiti-%1P wettable acres for field (Sum: 8a + 8b + 8c)
��ettable .acre Computational Wort sheet Completed by: 4-:&- Date: /G- G1
Signature of technical specialist
WSJ

Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
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 feet] Length of pull(L1)
# Interior lanes_#Exterior lanes (feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(B)
4. Wetted diameter .1156 [feet] from Field Data Wort sheet
5. Spacing Hydrant spacing (feet] _ [as a percentage of wetted diameter]
6. Hydrant layout Lfultiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and ppro p column
based on pattern, spacing, and travel lane location.
Travel lane length (L,=Interior or Exterior(lane/hydrant)
••1 (a) Acres start end of pull from Table 70 Column=
(b) acres middle portion of pull (U)
(Pull length L 13 [feet] X Wetted width 2 a 0 [feet]I /43,560
(c) Acres stop end of pull from Table F.Zy4 Column
a• Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L_) �—Interior or Exterior(lane/hydrant)
4-
(a) Acres start end of pull from Table 1 7 Column
J•1&(b) acres middle portion of pull (L2)
(Pull length384 [feet] X Wetted width Qa 0 [feet]} / 43,560
(c) acres stop end of pull from Table14T7G Column G
a Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L—) Interior or Exterior(lane/hydrant)
. i
4 7 (a) acres start end of pull from Table Column
• 3 (b) Acres middle portion of pull (L3)
(Pull lengthy_ [feet] X Wetted width aa0 [feet]) / 43.360
(c) acres stop end of pull from Table - 711` Column C
Total acres for travel lane length (L3) (Sum: a + b + c)
8. %fultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes = acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (B) X # Lanes = Acres
.0 i Total CAWN. P wettable acres for field (Sum: 8a + 8b + 8c)
gettable .acre Computational Worksheet Completed by: ��
p Date:
Signature of technical specialist

Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) Field number(identification)
2. Irrigation system designation X, Existing irrigation system New/expanded irrigation system
3. Number of travel lanes_# Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(W)
4. Wetted diameter _�jb [feet] from Field Data Worksheet
S. Spacing _ Hydrant spacing [feet] _ [as a percentage of wetted diameter]
6. Hydrant layout 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 (L,- Interior or >c Exterior(lane/hydrant)
�
�
a� , (a) .acres start end of pull from Table Column
.5$b) acres middle portion of pull (L1)
(Pull length -=� [feet] X Netted width��0 (feet]( / 43,560
0 _ (c) acres stop end of pull from Table Column=
3.79 Total acres for travel lane length (L 1) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
22 (a) Acres start end of pull from Table Column
3_17 (b) acres middle portion of pull (L2)
(full length 97' [feet] X Wetted ividth a.zc' [feet]} / 43,560
Q_ (c) acres stop end of pull from Table /,-7 M Column-
i3 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior(lane/hydrant)
t! _ (a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width (feet]( / 43,360
(c) Acres stop end of pull from Table - G Column C
3.10 Total acres for travel lane length (U) (Sum: a + b + c)
8. �(ultipl% the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (L2) X # Lanes =_Acres
(c) Acres per travel lane length (1-3) X , # Lanes = Acres
Total C�ti«tP wettable acres for field (Sum: 8a + 8b + 8c)
►Vettable acre Computational Worksheet '� �,l '
P Completed b�:
Date:
Signature of technical specialist
�S

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
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 feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout 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 (L, Interior or Exterior (lane/hydrant)
s Y (a) Acres start end of pull from Table yG Column If
/Z (b) acres middle portion of pull (L1)
(Pull length LU [feet] X Wetted width ISO [feet]} / 43,560
_0 (c) acres stop end of pull from Table _ I���"Column C-
• Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) acres start end of pull from Table Column
(b) .acres middle portion of pull (L?)
(Pull length _ [feet] X Wetted width [fe-.t]} / 43,360
(c) acres stop end of pull from Table Column
_Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet] /43,560
(c) acres stop end of pull from Table Column
Total acres for travel lane length (U) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (L?) X # Lanes = Acres
(c) Acres per travel lane length (1-3) X # Lanes = Acres
Total CAMFMP wettable acres for Geld (Sum: 8a + 8b + 8c)
Wettable acre Computational Worksheet Completed by: 6AL — 1 -62
� date.
Signature of technical specialist
�S

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State of North Carolina
Department of Environment
and Natural Resources 4
James B. Hunt,Jr., Governor NCDENR
Bill Holman, Secretary
Kerr T.Stevens,Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 1, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
David McKay
W&K and McKay Farm
1191 East NC 24
Kenansville NC 28349
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
W&K and McKay Farm
Facility Number 31-37
Duplin County
Dear David McKay:
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Dean Hunkele on 8/4/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
X The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Dean Hunkele the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845,within in 90 days of the receipt of this letter. If you
have any questions please contact Dean Hunkele at [phone]. If within 90 days you
are unable to provide Dean Hunkele with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail service Center,Raleigh,North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the forma Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil &Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter,please do not hesitate to contact Sonya Avant of our
Central Office staff at(919)733-5083 ext. 571.
Sincerely,
a
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File

IRRIG TION SYSTEM DESIGNED
Nam©: !3
Company:
Address: O
Phone:
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:1. A scale drawing of tlle proposed irrigation y I block
rri ation system which includes hydrant locations, travel Mlles, InI)clillc routes, t11n st
locations and buffer areas where applicable. l dynamic head
Assumptions and computations for determining tota acid horsepower requirements.
Assump P
3. Computations used to determine all mainline and lateral pipe sizes.
�{. S()tlrc:es ancl/or calculations used for determining npplicatlon ra tIs trntiotls of all tl�c
y, (Computations usccl to cictc -list Muck culiligill-ations re(ltlired iIt Tile system.
c�tt�ine ille size of thrust blocks and ill
ns for the irrigation pump, traveler and sprinkler(s).
(,. Manufacturer's specificatio or Irrigation tiV:tter Cotivey:tltcc,
ufacturer's s ecifications for the irrigation pipe an
USDA-NIZCS standard f g
7. M�n P
N.C. Field Off ice'Technical Guide, Section IV,practice Code 430-DD.
• • ' ust be maintained between the limits of the irrigation system and all perennial
NOTE: A buffer strip feet wide or wider m
ice waters per I)EI�INR-DEM Code Section 1511►NCA,C 2Il .02U0 -tiVaste Not Uiscluarged to Surface
streams and surf P
Waters. '
USDA-NRCS
North Carolina
Irri i Parameters Page
Oct r 1995

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EXIMIT D-1 -
IRRIGATION=SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: DC.iI i�R �12 C r' �-s County:
Address: Q• o.d,a-Y-- G G
_ e /!/ C. r)93y7 Date: y— 1
Telephone: r`lo) C9-93 —q3 y6
TABLE 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Ske Application per Irrigation
Fleldt of Fieldll Slope\ R00 Cycle3
Number (acres) Bog Type A) Crop(s) (l A (inches) Comments
r •�r7 c B 0-3 13r
c AZ 5'v
- - - - �
o - Z
# 3
�I -36,7 o A
to,67 6-0 A o
O , `,i
I See attached map.
hotal field acreage minus required buffer areas.
311efer to N.C.Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS,NC
�it.INE, 1996

F-.-O- f Cz-
TABLE 2 Traveling Irrigation Gun Settings /tI—
r
Alnhe. Ar'r,rlPl c)IrcJ Type ojF,'yulpr►rerll: a '-
0 3 9 �w ,ogre a- �P l L 3 », �u,-
FI. ller vield No' 'I•riml null Travel Lave Wetted F(IIIII)IIIeW Settings f'( millerlts Tolni
Horns
IIour & Speed Itllle Ula,
Ilydrant R/Illitl in/hr E.[Tective i:treclive 11 No7zle 13u11 Reel Arc
NO2 Width Length Uia s Pressure Pressure
Patient'I'i ;: • i� !3 (7 3 3-0 •7 / /
31h#1- 3
3 5�� •Y l p v
35� . 77 7a //2 2 l U X Yo5`= 1,3v •Y
/7�/ �. � •y7 yU7a1S �,�� , 3 ,7G 375- 35?. . f7 70 //2 3e,0 /70 377= 14l3�v ���� 1 23v /So 35o i 9/ 70 !l %.. '3av 30 y. 8a = 5
/ $ 5-4 sa • �7
3 5 21 ,9 7-C //-^z. 3 av ;2-30 Y- 7:2-7 7,82'
3 07
� �
71 S u,` �`l7 flv /mod 71z �97 0
. f z � 1 31
17G
170 300 35-D •5 70 / 1. -00 / o
1� �. •31 �30 2 70 135V /92 7v 700
�/ () $ y� 35V c 7 0 1 ! ".� a- DU /7a X 55-0 3 i32
1'7G 3 1v 9 3 7 / y,a '7�33
oa 7 3y� ,g 7� // 360 av 7
.................. . . .......
3�,7 y
See attached map provided by the SWC D Field Office ror field location(s).
'show separate entries fitt each hydrant location in each field.
'Use the raioowh)g abbreviations for various are pnttcrs:F(rid circle),'I'Q(three quarters),'IT(two thirds),i i(half circle),'r(one third),Q(one q nrler
)•
May also use degree of arc in degrees.

TABLE 2 - Traveling Irrigation Gun Settings
Alnke, Alnrh°l arul 7j7,e a11n►let l:
1:( 111 llltelll SCIl1t1Ks CoInnleIIts Tolni
l�l. Iter Field No' Trawl nlil) Travel Lann WUI�d I I Acres
Ilour & Speed Rate
Hydrant ft/in►n in/hr t?Iieclive GfTeclive n No7zle Gun Recl Arc
Noe Width Length Dia Pressure Pressure Pallern'
aas
U !3 � �� � ,r./7 30 yU '3 5-0 '?7 70 /l? �aU 13u
3ov
13 B 3 ,77 70 /l2 -3 P)� r- IyoS = 5%08
5?>
- y 5 ,y7 /y+2 /w -s -O ,9 70 /l - �uU I Ye-Ye- n oo - '3 2
- ��• G - 3 �a� s7o -35o .?7 '70 /I 3a V� �s7v = ,s
217/0 7 u 9/v = yr v
z 17 ? ,� 6 �a� agy -3sz ,97 70 //� Soo a�vX �9s= 1y9
1' C3 3sv y 7v 3oO 2 X 53!
,3 5 7 37-112 117 7o !l Z 3oc, L& s7 - 5v
/3� Iq a•a �
-3 ,17 76
Ng L 3� 177 7� Il2 �a� x 3g = I,ej
�901- 37 7� /l2_ 3&u X v = 1,0 76,73
�3v SGv sv 117 7v �� 3au a3o X - o = 9,
57
y7 7U 11 Z ov 7`/4
3 = �,76
I,d �.y a �� .3 v N �- 35'0 r57 7O166 Ili 3v� �� x
'> � r76 -�l�E --- -7 5'0
TO a-5� 3sb , 57 Jo U I o 57> _ r�
t See attached map provided by the SWC D Field Office for field location(s).
r Show self a entries frrr each hydrant location in cnch field. ( one(arler).
'Use the ,ving abbreviations for vnrious arc patlers:Nfirl circle),TQ(three quarters),'I �thirds),Ii(half cirole),'I'(one Ihird), 1( i
May also use degree of arc in degrees.

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71
9 i
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57
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/ '� -, - it _ � i / ._ �, ,, ,,•.
53
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TABLE 4 - Irrigation System Specifications
J Y P ,
Traveling Solid Set
Irrigation Gun trt10—Rtlon
Flaw nate of Sprinkler igpm) y S�
operating Pressure at Pump(psi) tad /,Y2
Design Precipitation Rate(Inthr) I ,3 1
Hose Length(foot) I 9 S xxxxxx" .
Type of Speed Compensation I vGA�IriCiAL l 7QpCXXXXX
Pump Type(PTO,Enginc)Electric) I fN I
Pump Power Requirement(hp) ` 5 7. ! I
TABLE 5 - Thrust Block Specifications'
Designer mayprovide thrust block details on se crate sheet.
THRUST BLOCK
LOCATION AREA (sq.IL)
9V Bend I 7 D F T-'z'
Dead End ! �r' 1,
Tee
ISee USDA-NRCS Field Office Technical Guide,Section IV.Practice Code 430-DD.
USDA-MRCS
Irrigation Parameters North Carolina
C)ct 1993 , page

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Narrative of irrigation System Operation
Describe the operation of the system in the space provides below. Include procedures such as start-up, shut-down, winterization and regular
maintenfinec of all equipment.
David McKay__
Most of this system was designed using existing pipe lines and hydrants. The existing 6" line is Class 200 PVC pipe. The cover over pipe will vary
from 18" to 36". This system was installed by Eastern Agri System so said the owner. The hydrant spacing will vary from 0 to 25 Ft. There is one
hydrant in Field#4 that is off appox. 100 Ft. This hydrant will be changed to lane pull. New pipe lines and hydrants will be highlighted on drawings.
Owner can work the balance of existing hydrants by adding 15 Ft. more supply hose to the traveler. Spraying on this farm is a big job. It will be
necessary to change the degree of arc of spray in several pulls. This is the only way that the land can be wetted with these travelers. It is the owner
or operators responsibility to make sure that this is carried out on the pulls that need for this to be done. This can be done while the traveler is
operating. The operator needs to keep a 0-160 PSI gauge working on the Big Guns. This is the only way to maintain the right operating pressure at
the gun. Pump pressures will vary from hydrant to hydrant but gun pressure should stay the same. The owner has two 4039D John Deere pumping
units with a Berkeley B3JQBM pump and two ABI ATTE 90-984 hard hose travelers. Owner,has the option as to whether he wants to run two
travelers on one pump or one traveler on one pump. When starting the system up, always give the pumps enough time to exhaust air from the lines.
This will take appox. 20 to 30 minutes.

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. SOIL CONSERVATION SERVICE SCS-CPA 16 I; q
CONSERVATION PLAN MAP z 83 t5l'
Owner Operator x3.A
$V 1. County State_ N L- Date
Approximate acres 9 919 i
' PP Approximate scale l"= GLo '
Cooperating With . PP c.:l c I) }<<. Conservation District
Plan identification Photo number
IT Assisted by Z:LL. USDA Soil Conservation Service \
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NAME: David McKay
ADDRESS: Kenansville, N.C.
YPE AND S 1.----E
OF OPERATf:*:N
CLASS IV
DES T GN'ED DY Ke n,r,e t h R.Futreal
DATE 4-11-87
APPROVED 131(
DATE
PERMAMENT STORAGE
6200 Hogs x 135 lbs per hog 1 Cu Ft per lb. e*7000 Cu Ft
TEMPORARY STORAGE
837000 lbs of animal x 1.35 cu. ft. of waste per day Z-103391 Cu Ft
per 100C.) lbs of -animal wt. y 180 days
RAIN ALL LESS EVAPORATION
9'5113 sq. ft. surface area per 12"per ft Ft
RA-N;=ALL YR. FTOR:hl
r.5 sc- ft. rof surface area per per rt. 1174 (:'It Zt
TOTAL STORAGE NEEDED 11594-*7:4 Cu Ft
---
TOTAL STORAGE AVAILABLE 125:-�675 C-i P t
4661:3 Cu Yds
?f)') '.1
AMOUNT OF FILL DIKE 5 418--1 5 Cu Ft
PAD 865*-P Cu Ft
TOTAL Cu Ft
SETTLEMENT 10*X 62843 Cu Ft
TOTAL AMOUNT OF FILL 691Z78 Cu Ft
CU Y05
CUT TO FILL RATIC-i LAGOON EXAVATION 973084 'Cu Ft
1.6: 1 PAD EXCAVATION 136013 Cu FT
TOTAL EXCAVATION 110V%)97 CU FT
41078 CU V D B

NAME: David McKay
roll,
NITROGEN CONTrNT THAT WILL BE PRODUCED PER YEAR
(
NITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 837000 x 365
----------------------------------
1000
(N) - 146642.4 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
36660.6 LBG.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND (CORN)
183.303 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 L8S PER ACRE ON D (COASTAL)
91 .6515 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
RALEIGH IS MAKINS SOME TEST ON A LIMITED BASIS. YOU SHOULD
` CONTACT
AGRONOMIC SERVICES DIVlGION
NCDA, BLUE RIDGE ROAD CENTER
RALElGH N.C. 2761. 1
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROS�ON
SOME OF THE EFFLUENT CUULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
107 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES THE INDICATED LEVEL
DO NOT NOT LOWER THE FLUID ANY
LOWER THAN THE INDICATED LEVEL
THE EFFLUENT EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SUROUNDING AREAS OR LEACHING INTO THE GROUND WATER
.
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t3perator:David McKay County : Dupiir7 Date : 06/21/91
Dr .ance to nearest residence (other than owner) : 900. 0 feet
1. , STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. — 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
489E head (finishing only) x 135 lbs. = 660960 lbs
0 sows (farrow to wean) x 433 lbs. — 0 lbs
0 head (wean to feeder) x 30 lbs. — 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 660960 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume (CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 660960 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGN VOLUME ,
Inside top length 330. 0 feet ; Inside top width .305. 0 feet
Top of dike at elevation 41. 5 feet
Freeboard 1. 0 feet ; Side slopes . 2. 5 : 1 (Inside lagoon)
Total design lagoon liquid level .at elevation 40. 5 feet
Bottom of lagoon elevat..i.pn 28. 5 feet
Seasonal high water table elevation 3E. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/.END2 SS/SIDE1 SS/SIDE: LENGTH WIDTH DEPTH
r C �"'� C' •"� �' r� C .•�C' i r�
2. 5 �• 5 L. 5 2. � �25. 0 300. 0 12. 0
AREA OF TOP
LENGTH * WIDTH =
3E5. 0 300. 0 97500. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
E65. 0 240. 0 63600. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
295. 0 E70. 0 318600. 0 (ARE14 OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
97500. 0 318600. 0 63600. 0 E. 0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 959400 CU. FT.

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330. 0 305. 0 100650. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 100650. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 660960 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 161410 cubic feet
5P Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = �\ 6. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall -- 7. 0 inches
Volume = 7. 0 in * DR / 12 inches per foot
Volume = 58712. 5 cubic feet

yearar
— 24 h ol.c., a L c�%m
ume = 7. 5 inchcs e
olume C cubi(. I
TOTAL REQUIRED TE'IFDRARY
5 . I 14 10 czobic feel
5B. fcc..t
5C.
5D. f E,
T To
6. SUMMARY
Totiil recjuir . -..
To Cal design: vulutJQ iv,dil . 400 cu 1)1
MIT:. req. SJIICIL. t
et
At t is &
I ul It: 1 _
At c I E!V. v:: I is uu t
Seasonal hiul. ion 0 e,
7. DESIGN. D !-'.,Y -.
)..;I" r__'. 7—P7— 7
NO 1 F : SEiL vi i E it

OPERATION AND MAINTENANCE FLAN
-----------------------------------_ ,..
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out :
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Fire-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids- should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment a)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 0. 0 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 0. 0 or before fluid depth is
less than b feet deep (this' prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
out let s.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one ( 1)
inch in diameter shall be removed to a minimum depth of one (1 )
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction: '
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reason'able compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall .
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL, SC, CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner a v i d . me. A mom County ad;
Community or. Group No.. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation .
Evaluation by .reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: : Est. Elev. :Est. Elevation
Kind of :Improvements: of. Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
: flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
2 •
3 •
Describe potential for loss of life and damage to existing or robable future downstream
improvements from a sudden breach
L
Hazard Classification of Dam a b, c) (see NEM-Part 520.21)
Dam Classification (I II, III, IV, V)
By Date
am title
Concurred By Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

pill
WATERSHED AREA MEAMEMENTS
CROPLAND—ACRES PASTURE—ACRES
WOODLAND—ACRES TOTAL—ACRES', POND CLASS 01141 ri
SICMH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approy—iscale lll=—feeql
00000000000000=0 I
BORING NUMBER AND PROFILE
Nake and list dam-site and spillwau bor(Ags first-then ponded area and borrow pit borings-separate with vertical red line.
(Continued
on back
necessary)
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AGRIMEItiT SERVICE'S, INC. PAGE 1
Farmer: � MCKAY, DAVID
Address 1: HWY. 24 EAST
Address 2: BOX 1191
City,State & Zip: KENANS _ 28349
Phone Number: _y - y _ _
Social Security NO:` 246-74-2722
ASCS Track No: D 4714
Total Acres of Application Fields: 88. 61
Location: ON SR 1700 APPROX. 0.2 MILE WEST
Soil Types: LYB
Total Animals: 11016
Please Provide *****
Begin Pump: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2070706
EndPump: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1368234'
Nitrogen Sample: . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 .40
Individual Field Acreage 1 10.30
Individual Field Acreage 2 28.52
Individual Field Acreage 3 11 .71
Individual Field Acreage 4 22.46
Individual Field Acreage 5 15. 62
Individual Field Acreage
. . . . .'00
. .. . . . . . . . .
Individual Field Acreage 0 . .00
Individual Field Acreage .00
Individual Field Acreage .0.0 , ,
. . . . . . . . . . . . . . .
Individual Field Acreage
Total Acres 88. 61
Irrigation Information: .35
Interval: 3
Total Gallons per/year: 91983,533
Pounds Available per/acre/year: 270
Output******Field 1
Gallons needed per year on field: 11158,750
Acre Inces per application field per year: 43
Total Hours Needed in field per year: 123
Hours currently needed: 41
Output******Field 2
Gallons needed per year on field: 31208,500
_Acre Inces per application field per -year: 1i8 ,
Foal Hours Needed In.'field' per year: 337
Hours currently needed:; 112
Output******Field 3
Gallons needed per year on field: 11317,375
Acre Inces per application -fi.eld per. yoar: 49
Total -Hours Needed -in field per year.: . :,. 140
Hours currently needed: 47

Output******Field 4
Gallons needed per year on field: 21526,750
Acre Inces per application field per year: 93
Total Hours Needed in field per year: 266
Hours currently needed: 89
Output******Field 5
Gallons needed per year on field: 1,757,250
Acre Inces per application field per year: 65
Total Hours Needed in field per year: 186
Hours currently fi66ded: 62

Operator: ===_____________________________ __>David McKay
County:=-==---------------------- - -------
Date:==-=-------------------------- -------=>Duplin
_-___=--=>12/04/95
r-' --%iSt-to nearest --residence (other than owner) : ft .
sows (farrow to finish) • ________________ _
sows (farrow to feeder) _________ __ _______>
head ( finishing only) '• =_____________________> 1101
6
sows (farrow to wean) : ______________________>
head (wean to feeder) •' =_________________ ___>
Live Weight for
Ave. other operations(lbs . ) =>
Storage volume for sludge accum. (cu. ft . ) : =>
Treatment Volume (min. 1 cu. ft ./lb. ) ===____> 1 . 0
25 Year 24 Hour Rainfall (in. ) ===_-------_> 7. 5
Rainfall in excess of evaporation (in. )===__> 7.0
Drainage area of buildings & lots (sq. ft . ) =>
Volume of wash water (gallons/day) ====______>
Temporary storage period (days)====-____---
Freeboard (ft. ) :_______________ 1. 00
1
Side slopes (inside lagoon) : ________________>
Inside to _ 1 . 5 : 1
p length ( ft . ) . --------------------> 361 . 6
Inside top width ( ft . ) : _____________ 600 0
To of dike _ _
P elevation ( ft . ) : ______________ 50 . 0
Bottom of lagoon elevation ( ft . ) : ==_________> 37. 0
Seasonal high water table(SHWT) elev. ( ft . ) : =>
Total required volume: _____________> 2112508 cu. ft .
Actual design volume: ______________> 2218075 cu. ft .
Stop pumping el . (> or = to 0 . 0 ft .SHWT)> 44 .8 ft .
(> or = to 43. 0 ft -Min. )
("I"quired minimum treatment volume: 1487 60 cu. ft .
.,lume at stop pumping elevation: 368234 cu.
Start Pumpingelev • _________________ _ __ '{'-K Q �J
• • . - ---- - - 3 ft . �
Volume at start
Pumping elevation: 2070706 cu. f
Actual volume less 25yr-24hr rain: 2082468 cu. ft .
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 489741 cu. ft.
Actual volume to be pumped: ==> 702472 cu. ft .

EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

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

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5