310452_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please veryy all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0452 Certificate Of Coverage Number: AWS310452
2. Facility Name: Creekside and Rhode Hog Farms
3. Landowner's Name(same as on the Waste Management Plan): Jerry Grayson Rhodes
4. Landowner's Mailing Address: 2343 E NC 24 Hwy
City: Beulaville qlo Jxqo 1,03`s State: NC Zip: 28518
Telephone Number: 9 1 0- 49-1030 Ext. E-mail:
5. Facility's Physical Address: 0111
t-a tq KA qe__
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): Phone No.: OIC#: —t" 49"
11. Lessee's Name(i dtey,s n a L�ewee,write AN ne"): l D-�fj o•(03$ Yt?90 Q
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,710
Operation Types•
Swine Cattle Dry Poultry Other Tvim
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 l%o 0`1 5-7 6- 0 19.50
2 19.50
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]

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 exe tive o cer of the corporation):
Name: ✓t'!''�'Y 'ra'YS Title: ewx--�
Signature: Date: 3 Z
-
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 0212019

Version—November 26,2018
• MortalityMana ement g Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body y of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
aAny method which,in the professional opinionO 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 farms covered by an NPDES permit. 'These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
IV Signature Farm owner/Manager Date
JV
=
Signature of T niCal Specialist Date

Nutrient Management Plan For Animal Waste Utilization
09-19-2013
This plan has been prepared for: This plan has been developed by:
Grayson Rhodes #142 (31-452) Ronnie G. Kennedy Jr.
Grayson Rhodes Agriment Services, Inc.
113 N Blizzardtown Road PO Box 1096
Beulaville, NC 28518 Beulaville, NC 28518
[phone] 252-5 --
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
t Required Specifications concerning animal waste management that are included with
this plan.
q/ q /3
Vgnature(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 : �3
PP B Y
/echnical Specialist Signature Date
881138 Database Version 4.1 Date Printed: 09-19-2013 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 2,512,170 gals/year by a 2,710
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 4528
Incorporated 5434
Injected 5434
Irrigated 4528
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,528 10864 -6,336 6,027,121 -31,514,951
Year 2 4,528 11472 -6,944 6,364,427 -3,852,257
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.
881138 Database Version 4.1 Date Printed: 09-19-2013 Source Page 1 of 1

Narrative
This plan revised to update new grower and make some changes from cropland to pasture. Also,grower
can plan and apply 25lbs PAN to small grain cover crop after removal of soybeans and before planning
corn.Therefore,the corn crop would need its PAN reduced by any waste applications that accrued on
previous cover crop. If no applications accrue on cover crop reduction is not required. Small Grain
cover crop application window will be Sept.to March.
--------------------------------------------------------------------------------------------------------------------------------------------g-------------------
881138 Database Version 4.1 Date Printed: 09-19-2013 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5349 1A 10.80 1.41 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 1B 10.80 0.99 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 1C 10.80 3.47 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 ID 10.80 0.90 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 2A 5.80 0.99 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 2B 5.80 2.18 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 2C 5.80 1.75 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 4A 4.00 1.49 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 4B 4.00 1.53 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 5A 5.00 1.84 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 5B 5.00 1.83 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 6A 2.00 1.28 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 7A 3.40 1.74 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
881138 Database Version 4.1 Date Printed 9/19/2013
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Manured,Double Crop 34 bu.
5349 7B 3.40 1.38 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 Sub 1 10.80 4.03 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 Sub 2 5.80 0.88 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 Sub 4 4.00 0.98 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 Sub 5 5.00 1.33 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 Sub 6 2.00 0.72 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 Sub 7 3.40 0.28 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 1-1 23.60 4.36 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 1-2 23.60 3.15 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 1-3 23.60 4.82 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 14 23.60 2.89 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 1-5 23.60 4.26 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
881138 Database Version 4.1 Date Printed 9/19/2013
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5387 1-6 23.60 1.60 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 Sub 1-1 23.60 2.52 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 1 34 bu.
PLAN TOTALS: 283.60 54.60
LI .P-oMnt al I:eachin 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-Til 1(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
881138 Database Version 4.1 Date Printed 9/19/2013
PCs Page 3 of 3
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 Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Appfic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5349 IA S7 Foreston 10.80 1.41 Small Grain Overseed 1.0 Tons 10/1-3/3) 50 0 0 Irrig. 50 27.74 0.00 39.11 0.00
5349 IA S7 Foreston 10.80 1.41 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 brig. 205 113.73 0.00 160.36 0.00
5349 1B S7 Foreston 10.80 0.99 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 27.46 0.00
5349 1B S7 Foreston 10.80 0.99 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 112.59 0.00
5349 1C S7 Foreston 10.80 3.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 96.25 0.00
5349 1C S7 Foreston 10.80 3.47 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 394.64 0.00
5349 1D S7 Foreston 10.80 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 24.97 0.00
5349 ID S7 Foreston 10.80 0.90 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 102.36 0.00
5349 2A S7 Foreston 5.80 0.99 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 27.46 0.00
5349 2A S7 Foreston 5.80 0.99 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 112.59 0.00
5349 2B S7 Foreston 5.80 2.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 60.47 0.00
5349 2B S7 Foreston 5.80 2.18 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 247.93 0.00
5349 2C S7 Foreston 5.80 1.75 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 48.54 0.00
5349 2C S7 Foreston 5.80 1.75 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 199.03 0.00
5349 4A S7 Foreston 4.00 1.49 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 96.72 0.00
5349 4A I S7 Foreston 4.00 1.49 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 47.53 0.00
881138 Database Version 4.1 Date Printed: 9/19/2013 WUT Page 1 of 6

Waste U. tion Table Year I
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) Obs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5349 4B S7 Foreston 4.00 1.53 Corn,Grain 120 bu. 2115-6/30 137 0 20 Irrig. 117 64.91 0.00 99.31 0.00
5349 4B S7 Foreston 4.00 1.53 Wheat,Grain 55 bu. 9/14/30 115 0 0 brig. 58 31.90 0.00 48.81 0.00
5349 5A S7 Foreston 5.00 1.84 Com,Grain 120 bu. 2/15-6/30 137 0 20 1 Irrig. 117 64.91 0.001 119.43 0.00
5349 5A S7 Foreston 5.00 1.84 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 58.70 0.00
5349 5B S7 Foreston 5.00 1.83 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 118.78 0.00
5349 5B S7 Foreston 5.00 1.83 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 58.38 0.00
5349 6A S7 Foreston 2.00 1.28 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 83.08 0.00
5349 6A S7 Foreston 2.00 1.28 Wheat,Grain 55 bu. 9/14/30 115 0 0 Inig, 58 31.90 0.00 40.83 0.00
5349 7A S7 Foreston 3.40 1.74 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 112.94 0.00
5349 7A S7 Foreston 3.40 1.74 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 55.51 0.00
5349 7B S7 Foreston 3.40 1.38 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 89.58 0.00
5349 7B S7 Foreston 3.40 1.38 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 44.02 0.00
5349 Sub 1 S7 Foreston 10.80 4.03 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 111.79 0.00
5349 Sub 1 S7 Foreston 10.80 4.03 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 458.33 0.00
5349 Sub 2 S7 Foreston 5.80 0.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 24.41 0.00
5349 Sub 2 S7 Foreston 5.80 0.88 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 100.08 0.00
5349 Sub 4 S7 Foreston 4.00 0.98 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 63.61 0.00
5349 Sub 4 S7 Foreston 4.00 0.98 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 31.26 0.00
5349 Sub 5 S7 Foreston 5.00 1.33 Com,Grain 120 bu. 2/15-6/30 137 0 20 brig. 117 64.91 0.00 86.33 0.00
5349 Sub 5 S7 Foreston 5.00 1.33 Wheat,Grain 55 bu. 9/14/30 115 0 0 brig. 58 31.90 0.00 42.43 0.00
5349 Sub 6 S7 Foreston 2.00 0.72 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 46.74 0.00
5349 Sub 6 S7 Foreston 2.00 0.72 Wheat,Grain 55 bu. 9/14/30 115 0 0 1 Irrig. 1 58 31.90 0.00 22.97 0.00
881138 Database Version 4.1 Date Printed: 9/19/2013 WUT Page 2 of 6

Waste U, tion Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppfied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Appfic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Metlnd N gal/A Tons 1000 gals tons
5349 Sub 7 S7 Foreston 3.40 0.28 Com,Grain 120 bu. 2/15-6/30 137 0 20 hrig. 117 64.91 0.00 18.18 0.00
5349 Sub 7 S7 Foreston 3.40 0.28 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 8.93 0.00
5387 1-1 S7 Foreston 23.60 4.36 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 283.001 0.00
5387 1-1 S7 Foreston 23.60 4.36 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 139.08 0.00
5387 1-2 S7 Foreston 23.60 3.15 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 204.46 0.00
5387 1-2 S7 Foreston 23.60 3.15 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 100.48 0.00
5387 1-3 S7 Foreston 23.60 4.82 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 312.86 0.00
5387 1-3 S7 Foreston 23.60 4.82 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 153.76 0.00
5387 1-4 S7 Foreston 23.60 2.89 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 187.59 0.00
5387 1-4 S7 Foreston 23.60 2.89 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 92.19 0.00
5387 1-5 S7 Foreston 23.60 4.26 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 276.51 0.00
5387 1-5 S7 Foreston 23.60 4.26 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 135.89 0.00
5387 1-6 S7 Foreston 23.60 1.60 Com,Grain 120 bu. 2/15-6/30 137 0 20 brig. 117 64.91 0.00 103.86 0.00
5387 1-6 S7 Foreston 23.60 1.60 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 31.90 0.00 51.04 0.00
5387 Sub 1-1 S7 Foreston 23.60 2.52 Com,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 163.57 0.00
5387 Sub 1-1 S7 Foreston 23.60 2.52 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 80.39 0.00
Total Applied,1000 gallons 6,027.12
Total Produced, 1000 gallons 2,512.17 `.
Balance, 1000 gallons -3,514.95 L
Total Applied,tons f 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
881138 Database Version 4.1 Date Printed: 9/19/2013 WUT Page 3 of 6

Waste U. tion Table Year 2
Nitrogen Conm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gaUA Tons 1000 gals tons
5349 IA S7 Foreston 10.80 1.41 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 39.11 0.00
5349 IA S7 Foreston 10.80 1.41 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 160.36 0.00
5349 1B S7 Foreston 10.80 0.99 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 27.46 0.00
5349 IB S7 Foreston 10.801 0.99 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.731 0.00 112.59 0.00
5349 IC S7 Foreston 10.80 3.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 96.25 0.00
5349 1C S7 Foreston 10.80 3.47 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 brig. 205 113.73 0.00 394.64 0.00
5349 ID S7 Foreston 10.80 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 24.97 0.00
5349 ID S7 Foreston 10.80 0.90 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 102.36 0.00
5349 2A S7 Foreston 5.80 0.99 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 27.46 0.00
5349 2A S7 Foreston 5.80 0.99 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 brig. 205 113.73 0.00 112.59 0.00
5349 2B S7 Foreston 5.80 2.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 60.47 0.00
5349 2B S7 Foreston 5.80 2.18 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 247.93 0.00
5349 2C S7 Foreston 5.80 1.75 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 48.54 0.00
5349 2C S7 Foreston 5.80 1.75 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 brig. 205 113.73 0.00 199.03 0.00
5349 4A S7 Foreston 4.00 1.49 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 47.53 0.00
5349 4A S7 Foreston 4.00 1.49 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 !frig. 133 73.79 0.00 109.94 0.00
5349 4B S7 Foreston 4.00 1.53 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 48.81 0.00
5349 4B S7 Foreston 4.00 1.53 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 112.89 0.00
5349 5A S7 Foreston 5.00 1.84 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 58.70 0.00
5349 5A S7 Foreston 5.00 1.84 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 135.77 0.00
5349 5B S7 Foreston 5.00 1.83 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 31.90 0.00 58.38 0.00
5349 SB S7 Foreston 5.00 1.83 Soybeans,Manured,Double Crop 34 bu. 4/1-9115 133 0 0 Irrig. 133 73.79 0.00 135.03 0.00
881138 Database Version 4.1 Date Printed: 9/19/2013 WUT Page 4 of 6

Waste U tion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5349 6A S7 Foreston 2.00 1.28 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 40.83 0.00
5349 6A S7 Foreston 2.00 1.28 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 1 0 0 brig. 133 73.79 0.00 94.45 0.00
5349 7A S7 Foreston 3.40 1.74 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig, 58 31.90 0.00 55.51 0.00
5349 7A S7 Foreston 3.40 1.74 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 128.39 0.00
5349 7B S7 Foreston 3.40 1.38 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.901 0.00 44.02 0.00
5349 7B S7 Foreston 3.40 1.38 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 73.79 0.00 101.82 0.00
5349 Sub I S7 Foreston 10.80 4.03 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 lrrig. 50 27.74 0.00 111.79 0.00
5349 Sub 1 S7 Foreston 10.80 4.03 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Iaig. 205 113.73 0.00 458.33 0.00
5349 Sub 2 S7 Foreston 5.80 0.88 Small Grain Overseed 1.0 Tons 10/1-3/31 SO 0 0 Irrig. 50 27.74 0.00 24.41 0.00
5349 Sub 2 S7 Foreston 5.80 0.88 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Iaig. 205 113.73 0.00 100.08 0.00
5349 Sub 4 S7 Foreston 4.00 0.98 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 31.261 0.00
5349 Sub 4 S7 Foreston 4.00 0.98 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 72.31 0.00
5349 Sub 5 S7 Foreston 5.00 1.33 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 42.43 0.00
5349 Sub 5 S7 Foreston 5.00 1.33 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 98.14 0.00
5349 Sub 6 S7 Foreston 2.00 0.72 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 22.97 0.00
5349 Sub 6 S7 Foreston 2.00 0.72 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 53.13 0.00
5349 Sub 7 S7 Foreston 3.40 0.28 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 8.93 0.00
5349 Sub 7 S7 Foreston 3.40 0.28 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 20.66 0.00
5387 1-1 S7 Foreston 23.60 4.36 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 139.08 0.00
5387 1-1 S7 Foreston 23.60 4.36 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 321.71 0.00
5387 1-2 S7 Foreston 23.60 3.15 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 1 58 31.90 0.00 100.48 0.00
5387 1-271 S7 Foreston 23.60 3.15 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 73.79 0.00 232.43 0.00
881138 Database Version 4.1 Date Printed:9/19/2013 WUT Page 5 of 6

Waste U tion Table Year 2
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Mann: Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5387 1-3 S7 Foreston 23.60 4.82 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 153.76 0.00
5387 1-3 S7 Foreston 23.60 4.82 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 355.65 0.00
5387 14 S7 Foreston 23.60 2.89 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 92.191 0.00
5387 14 S7 Foreston 23.60 2.89 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 213.24 0.00
5387 1-5 S7 Foreston 23.60 4.26 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 135.89 0.00
5387 1-5 S7 Foreston 23.60 4.26 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 314.33 0.00
5387 1-6 S7 Foreston 23.60 1.60 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 51.04 0.00
5387 1-6 S7 Foreston 23.60 1.60 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 73.79 0.00 118.06 0.00
5387 Sub 1-1 S7 Foreston 23.60 2.52 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 80.39 0.00
5387 Sub 1-1 S7 Foreston 23.60 2.52 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 TT-01 Irtig.T 133 73.79 0.00 185.94 0.00
m+-sf rt!r
Total Applied, 1000 gallons 6,364.43
Total Produced, 1000 gallons 2,512.17 f
Balance, 1000 gallons -3,852.26E
Total Applied,tons 0.00
Total Produced,tonsL 0.00
Balance,tons
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
881138 Database Version 4.1 Date Printed: 9/19/2013 WUT Page 6 of 6

The Irrigation Application Factors for each Feld 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)
5349 IA Foreston *0.35 1.0
5349 1 B Foreston 0.50 1.0
5349 1 C Foreston 0.50 1.0
5349 1D Foreston 0.50 1.0
5349 2A Foreston 0.50 1.0
5349 2B Foreston 0.50 1.0
5349 2C Foreston 0.50 1.0
5349 4A Foreston 0.50 1.0
5349 4B Foreston 0.50 1.0
5349 5A Foreston 0.50 1.0
5349 5B Foreston 0.50 1.0
5349 6A Foreston 0.50 1.0
5349 7A Foreston 0.50 1.0
5349 7B Foreston 0.50 1.0
5349 Sub 1 Foreston 0.50 1.0
5349 Sub 2 Foreston 0.50 1.0
5349 Sub 4 Foreston 0.50 1.0
5349 Sub 5 Foreston 0.50 1.0
5349 Sub 6 Foreston 0.50 1.0
5349 Sub 7 Foreston 0.50 1.0
5387 1-1 Foreston 0.50 1.0
5387 1-2 Foreston 0.50 1.0
5387 1-3 Foreston 0.50 1.0
5387 14 Foreston 0.50 1.0
5387 1-5 Foreston 0.50 1.0
5387 1-6 Foreston 0.50 1.0
5387 Sub 1-1 Foreston 0.50 1.0
881138 Database Version 4.1 Date Printed 9/19/2013 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must 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
Crop 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
Corn 120 bu 150 14.69 30.44 60.88 91.33
Hay 6 ton R.Y.E. 300 29.38 15.22 30.44 45.66
Soybean 40 bu 160 15.67 28.54 57.08 85.62
----------
------ ---------- - ------------ - ----- ------ ------ - ------- - ------ ------------ --- - - ---- ----------------------- --------------------- ------ -- --------------
881138 Database Version 4.1 Date Printed: 09-19-2013 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 waste Storage Capacity
Source Name Eq/
wine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days
Start Date 1 180 El
Plan Year Month Available Storage Capacity(Days)*
1 1 68
1 2 125
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 176
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 162
2 11 145
2 12 121
*Available Storage Capacity is calculated as of the end of each month.
881138 Database Version 4.1 Date Printed: 09-19-2013 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 p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
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881138 Database Version 4.1 Date Printed:9/19/2013 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil in filt ratio n
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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881138 Database Version 4.1 Date Printed:9/19/2013 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
881138 Database Version 4.1 Date Printed:9/19/2013 Specification Pale 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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881138 Database Version 4.1 Date Printed:9/19/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1-1, 1-2, 1-3, 14, 1-5, 1-6,4A,4B, 5A, 5B,6A, 7A,713, Sub
1-1, Sub 4, Sub 5, Sub 6, Sub 7
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): 1 A, 1 B, 1 C, 1 D,2A,213,2C, Sub 1, Sub 2
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
881 138 Database Version 4.1 Date Printed: 09-19-2013 Cro Note Pa e 1 of 3

The following crop note applies to field(s): IA, 1 B, IC, ID,2A,2B,2C, Sub 1, Sub 2
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): 1-1, 1-2, 1-3, 1-4, 1-5, 1-6,4A,4B, 5A, 5B,6A, 7A, 7B, Sub
1-1, Sub 4, Sub 5, Sub 6, Sub 7
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.
----- ---------------------------------------- ---------4-- -- ----- - ---- -- ----- ------------------- -----------rop ------------- --
Page-----------------------
881138 Database Version .1 Date Printed• 09-19-2013 C 2 of 3

The following crop note applies to field(s): 1-1, 1-2, 1-3, 1-4, 1-5, 1-6,4A,4B, 5A, 5B, 6A,7A, 713, Sub
1-1, Sub 4, Sub 5, Sub 6, Sub 7
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
----------------------------------------------------------------------------------------------- 201_------------Cr p------------g------of-3------------
881138 Database Version 4.1 Date Printed: 09-19- 013 o Note Pa e 3 of 3

Waste Utilization Agreement
r
"Pia-cles hereby give f-j22j:VS6tV j�X a� 1' permission to
apply waste from his or her Waste Utilization System on acres of my land for the
duration of the time shown below. The field(s) on which waste can be applied are shown on
the attached map. T-�
6-3 77 1C/ AY/44 1-4
1 understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or corps. I also understand that the use of
animal manure w' reduce my need for commercial fertilizer.
or
Landowner: Date:
Term of Agr ent: G 3 3 to 3 3
Notary

r ,� �y� Yyw p - •:t -
Qdit
v
Jerry Rhodes Muddy Cr k \,
Grayson Rhodes'#1 �.
phis!NA,Ile Rd
S
- -52013 Google
„all �� = Goole earth
w

5 1
j4
1. 1
Grayson Rhodes #2, ,.
l �
a 2013Goagle �.•. - Goog(e-earth

Ji
IRRIGATION SYstk DESIGN PARAMETERS '
LandownedOperator Name: County:
Address: D 5
r YL Date:
Telephone: _ t 4�1 )�1_j'ry �,D VIj
TABLE 1 Field Specifications"
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Flel& Slopo Rate Cycie4
Number (acres) Soil Type (%) Crop(s) (Inthr) (inches) Comments
G.27 Fv l 0-2 �- - I . 5 I �•ys' I
I I I I I
I i 1 I I i
11-7
3 r � o- I - . � I •; I f. ti
e eze
I I I I i
3• I roia O - 1 I w- S I • 0 I
I I
I I I
TWO W be c o"ted In entir*tiyi*-6WCD Fiefs:Office personnel -fo warded'to th6 irrigation systenvIdeslipw.
=See slCddtttf#la�+provided by,the SWEO Meld toe for field=losaatio ):
'rota!fled' ee�Cts+te�iced.lE�it)iai;' as.. '�- ` ,' , .
'Refer tc3 Ai:'C:" loci Guide;fteia�t e� er. nieai�Guide�.Ses tlon II G. Annual applicatiori:fnust not.exi:60 the agro wink rates for the soq'erid•i�r'op used:
tertg�er Ate,;

IRRIGATION SYSTEM DESIGN PARAMETERS '
Landowner/Operator Name: County:
Address:
Date:
Telephone: 4,710 2 il-
TABLE 9 Field Specifications 1
Approximate Maximum
Maximum Maximum Application
Useable Size Application per irrigation
Field of FIA13 Slope Rate Cycle4
!lumber= (acres) Soil Type (X) Crop(s) (Inlhr) (Inches) Comments
!
7
rz7/4- I v--
I I I I ! 1
'Table to be completed In its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
'See attached map provided by the SWCD Field Office for field location(s).
'Total field acreage minus required buffer areas.
4Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
' Irrigation Parameters USDA-NRCS
October 1995 page-1 North Carolina

TAB' Traveling Irrigation Gun Settings r�
y-9 7
Make,Model and Type of Equipment--
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL.LANE Wetted Nozzle operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant Noe (ftlmin) (inlhr) Wdth(ft) Length(ft) (feet) (Inches) Gun(psi) Reel(psi) Pattem Comments
>� 3a7) /,--I
_L5
enI a�G ! 5' � �u 7s�.3� I I ��� I I � s� I � rs 7- '7
I I I /U 135-6 1 3 _ v G -?7
1 I I 5 ��✓ I 5y v
ag i r�, �� I z� I r1o� I I g I
! _
V 5 '4 I :S I . 7 .7 3 ill_ I � I
R I Gti I I �+13va�j x 1/
G y
1 I f �J r'f� I U I 60 I / r' I t7 ' 1, i 2 / IL 1
��ZaI �� / I ►,� I 5� ! I /xV
S I I
S opi I I ! I I saoC'�'d�..—� �.(.�
I 1 1 I I I i I I � Jk44
'See attached map provided by the SWCD Field Office for field location(s).
2Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc patterns: F (full circle),TQ (three quarters),TT(two thirds), H (half circle),T(one third), Q(one quarter).
May also use degree of arc in degrees.
Irrigation Parameters USDA-NRCS
October 1995 •. page-2 North Carolina

TABLE`- Traveling Irrigation Gun Settings
Make,Model and Type of Equipment:
EQUIPMENT SETTINGS
Field No' Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No= (ftlmin) Vkhr) Width(R) Length(ft) (feet) (Inches) Gun(psl) Reel(psi) Pattern' Comments
► Ia. I I -v I I �G� x yaa: -
,Z 15�9 I I /,��' I f I I I /� X 35b - -.10
19v Y z. 3,14, ,9
� • I ! I I I
Z 1 'I 5 �uv I sue- I yS I a I I I 3Z0 I - �•
I .G 'I I �UJ )� ! ?% i l c 0� ( I I 32a I uo 8>3 - �• o �G u..�_
! ! _ i I I I I ( I ( ' •
.9-I ,6 —I ♦ > 3L/> I I ,o I 132U /, -
I 1,110 i< 93a = 07
-L571 LIE I eS I 0 . I I /L' I 7 azn,e.
197 41 ,60 y IV00 3,30 I �— i "PT I EV l I '32v I o o _ /•7
6 1 .Z9 I y / 1902I ��� I I /8a I /Yo xgo
3a. /► S 3.ty *�
I I I I i I I I I ! � •'
I I •�� a�o f o i I o I 5b I I Iget, o"
! I I • I � I I I I I• .
'See attached map provided by the SWCD Field Office for field locations . ,
=Show separate entries fvr each hydrant location In each field.
'Use the foilowing abbreviations for various are patterns: F(full circle),TQ (three quarters),TT(two thirds),H(half circle).T(one third),Q(one quarter).
May also use degree bf arc In degrees.
Irrigation- Parameters USDA-NRCS
' October 1996 -• Pa9e-2
North Carolina

TABLE 4 Irrigation Sy! tehl Specifications.- "
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) S
Operating Pressure at Pump(psi) I .
Design Precipitation Rate(INhr)
Hose Length(feet) I s, V XXXX)O=
Type of Speed Compensation, I m 4 te 1 XXXXXXXX
Pump Type(PTO,Engine,Electric) I
Pump Power Requirement(hp) i I
' I
• �t
TABLES - Thrust Block Specifications'
De$igner may.provide thrust block.details on separate sheet
THRUST BLOCK
LOCATION I AREA (sq.fL)
911'Bend I' y S rrL.
Dead End
Tee ,-r
I -
'1Sec USDA-MRCS Feld 0llice Technical Guide,Section IV,Practice Code 430-DD.
USDA-MRCS
trrtgatian Parameters I
�Zler 1995 ti ., page-4 North CaroUna

IRRIGATION SYSTEM DESIGNER /J
Name: .✓,� � r mac. 13,
Company:
Address: _�l� �� �gS ?z•C, 93?Y1,41
Phone: 9V 19 7
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes,thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200-Waste Not Discharged to Surface
Waters.
.Irrigation Parameters USDA-NRCS
OctdWr 1995 page-5 North Carolina

14 el
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'w~ '1 tiK• - 'mil• 41L Vi•' •'.•~
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• , . � `*,TES+`I•.�r,%. .�.'x�'. f►.

ntrols from Exterior Lots (RC)
• • a ' it with xe ' is
.• ethods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
�•r.�' `�:' the plan.
For facilities without exterior lots, no cerh'fccation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) a nrlicatinn and Dandling Equipment Installation (WUP or n
Check the�FAZZ
r . to block waste application and handling equipment specified in the plan is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract;equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan;and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): --
Affiliation: 7" ,�
Address(Agency): 1�. ` Phone No.: 9/.o
� It ___Date:_ 3—IV
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified'in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us)to an enforcement action from DEM.
Name of Land Owner :
Signature: Date:
•
•l!� y' 7
Name of Alanager(if different from owner):
Signature: Date:
E) Odor Control,Insect Control and Nfortality Management (SD,SI.WUP,RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Marne of Technical Specialist (Please Print):
Affiliation:
Address(Agency"): Phone No.:
Signature: Date:
AWC » January 1.1997 5

IRRIGATION SYSTEM DELN PARAMETERS ,
Landowner/Operator Name: ��rva.�� ham, t���-- County:
Address: 36 s- 9A1,
���w�,,`L G 2r�•,�• a$5'!B Date: __3-��/—9 7
Telephone:
TABLE 1 Field Specifications 1
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Fleld3 Slope Rate Cycle
Number3 (acres) Soil Type (%) Crop(s) (inlhr) I (Inches) Comments
a lo- I G I I3 5-
-
'Table to be completed In its entirety by SWCD Feld Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the SWCD'Feld Office for field location(s).
3Total field acreage minus.required buffer areas.
'Refer to N.C..lrrigation Guide, Feld Office Technical Guide,Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
Irrigation Parameters
October 1995 USDA-MRCS
Page-1 North Carolina

TAB 2 -. Traveling Irrigation Gun Settings
Make,Model and Type of Equipment;
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE waned Nozzle Operating operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
FiydranbNo2 (ftlmin) (Irilhr) Width(ft) Length(tt) (feel) (Inches) Gun(psi} @ Reel(psl) Pattema Comments
i s v519 I 70 5_2 0 19 o U 22'
/,,u I U I I 9� I / L, I ,/7x/Ly� y �C
�7v I ! �� I , 7� I �� I /r I o x Pv
i i I I I 1 I I
I I i I I I
i l I I i i I • I I �
I I I I + l I 1 I I
-
!
-
I
' -
i I i • I � I I I I - I. . . - .
'See attached map provided by the SWCD Field Office for field location(s).
=Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc patterns: F (full circle).TQ(three quarters),TT(two thirds), H (half circle),T(one third),Q(one quarter).
May also use-degree of arc in degrees.
do
ItrigaUon Parameters USDA-MRCS
October 1995 page-2 North Carolina

TABLE 4''- Irrigation System Specifications
I Traveling Solid Set
i irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm)
Operating Pressure at Pump(psi) I /7 I
Design Preclpltation Rate(INhr) 13 f I
Hoag Length live!) , U XXX)UO(XX .
Type of Speed Compensation XXXXXXXX
Pump Type(PTO.Engine.Electric) I �
Pump Power Requirement(hp) I o I
I .
TABLE 5 - Thrust Block Specifications'
Designer may.provide thrust block Aetails on separate sheet
THRUST 13LOCK
LOCATION ! AREA (sq.ft.)
90'Bend
Dead End I Z y r 2
Tee I-J/Z, F
• I
I
"See USDA-NRCS Field Office Technical Cmide,Section IV,Practice Code 430-DD.
•,I ,
Irrigation Parsmetem - USDA-MRCS
dct6bor ; page-4 North Carolina

IRRIGATION SYSTEM DESIGNER 12
Name: //_S
Company:
Address:
Phone:
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. - A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV,Practice Code 430-DD.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200-Waste Not Discharged to Surface
Waters.
-rigation Parameters USDA-MRCS
OctdlS>£r page-5 North Carolina

r
EE. ,?. lam. `, •�,
3
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71

7G

• ' G Rtin ,ontrol fr m xt ri is (RC)
Facilittir with exte ' o
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D)application and Handling-quiument In talladon (WUP o
6
Check the ap ropHate block
VAnimal waste application and handling equipment specified in the plan is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
O Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract;equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
0 Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by (month/day/year);there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan. /
Name of Technical Specialist (Please Print):
Affiliation: ; -L 'r '��'�
Address(Agency): . G y 1 G - 2 - W Phone No.:7/2 -2g5=5`S�S�I
Signature: L z
a,
Date:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us)to an enforcement action from DEM.
Name of Land Owner : a -
Signature: Date: ,?- �
Name of Aianager(if different from owner):
Signature: Date:
E) Qdor Control,Insect Control and Asortality ATaMgggment (SD.SI.WUP.RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
?Fame of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
AWC » January 1.1997 5

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..! •=• .•a'.• �.. -t ,,. :I•, .'�!" r•� •`. _ •f •r•1.. :1r _ >••."t / •( rk'. � ->> >•t�`.-xt-
\ _Y '• ' � �• " .'� � ..-. - �' tip• � •'i. 1 s. .
•f• - ♦ -� _ ••C., T .1.+.�i, 'I\ •..=:.�. • �F •'.y rt�ti�L�:�!:�:► _ . - "'�'S• v..•S j. � .•�Y;�y.'a Y' i+
• a•ti•` �•. S -.� . 4.- 4• •.•:• � �• .L•' '/: \ .IS•�iL_ "(^y. .r _ �- .y�' •_•\ t :p . ••,y'a�•
.• '�i. n• _ �..�1y 'y v.M sue.
• •,s•. j+ .• �• •t. :�•• •e.,,•-►<:, aJ'-.%'f•J•f�F-••d M� !.r '••~ � y, ^• ♦/'-� .•Y•y `;K •,r+��•,.
•1M• .'•♦' .,�•♦•� _ _ •fir. _ •. .L.• 'Y:'L'-•^ � :- \.• '•" '•i •. •' �-• L`:`.. ..ilia Vj•
�•'.'^IL'%da, •. {�•• /� ��•Q .��`: by;;..L I. •Z� `v+
.•�..j U ?I,r[-,ter a ,rJ'7 ._ � �rTw�"':.�.� O?`� '�3`
TAZ
M t• Y _ '

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Donald Miller(Additional Irrigation/Combination) County: Duplin
Address: 305 Miller Road
Beulaville, NC 28518 Date: 2/22/2004
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope % Crop(s)( In/hr inches Comments
T5349-F2 4.92 FoA 0-2 Corn, Wheat, Soybeans 0.5 1 Hydrants 1-3
T5349-F4 3.02 FoA 0-2 Corn,Wheat, Soybeans 0.5 1 Hydrants 4-5
T5349-F6 1.28 FoA 0-2 Corn, Wheat, Soybeans 0.5 1 Hydrant 6
9.22

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Reel Rain traveler w/3"x990' hose w/ Nelson 150
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min in/hr.) Width(ft.) Len th(ft) (feet) Inches at Gun(psi) at reel(psi) Pattern Comments -Acres per pull
p F2-H1 4.24 0.62 150 140 256.5 1.08 50 80 220 0.99
15 F2-H2 2.89 0.41 200 375 256.5 1.08 50 80 330 2.18
L F2-H3 4.24 0.62 170 300 256.5 1.08 50 80 220 1.75
k F4-H4 4.24 0.62 180 220 256.5 1.08 50 80 220 1.49
NB F4-H5 4.24 0.62 180 230 256.5 1.08 50 80 220 1.53
4A F6-H6 5.3 0.76 160 210 256.5 1.08 50 80 180 1.28
TOTAL 9.22

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irri ation Gun Irrigation
Flow Rate of Sprinkler m 165 0
Operating Pressure at Pump (psi) 118.8 #DIV/0!
Design Precipitation Rate in/hr 0.38 0.00
Hose Length feet 990 xxxxx xx
Type of Speed Compensation Mechanical XXxUUUUC
Pump Type PTO, Engine, Electric Engine Engine
Pump Power Requirement h 22.9 #DIV/0!
TABLE 5-Thrust Block Specifications
6" 4" 2"
THRUST BLOCK THRUST BLOCK THRUST BLOCK
LOCATION AREA (sq. ft. AREA(sq. ft.) AREA (sq. ft.
90 degree bend 8.8 4.3 1.1
Dead End 6.2 3.0 0.8
Tee 4.4 2.1 0.5
Gate Valve 6.2 3.0 0.8
45 degree bend 4.7 2.3 0.6
Pagel

Sheets
IE '
IRRIGATION SYSTEM DESIGNER 0
Name: Micah Kevin Weston, CID
Company: Private U
Address: 237 A.I.Taylor Road Richlands, NC 28574
Phone: [phone] 002 19
OFS1GVA
Required Documentation `�'/�RIiVlCti��
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an addition to an existing facility. The acres were calculated based on the equipment
specified and the charts created by NCSU for calculating Area Allowances for Hard Hose Traveler Systems.
This irrigation system is designed with four inch, Class 200 PVC and schedule 80 fittings. The system is
designed to accommodate the flow velocities, flow rates and pressure requirements associated with a Reel
Rain traveler with a Nelson 150.Air vents and thrust blocks are to be installed as indicated on the drawings.
Air vents will consist of using a 4"x2"saddle with a 2"galvanized threaded pipe and an AV 150. The thrust
block areas have been calculated and are listed in Table 4 of this design. The design of the traveler system
requires the use of a 1.08"ring nozzle in the gun. Each pull has a specific arc setting and travel speed which
must be used to achieve the desired application. This information is given in Table 2 of this design. A detail of
the hydrant layout is also included.All pipe shall be installed with a minimum of 30"of cover and shall be
backfilled in no less than three passes, leaving enough soil material above original grade to allow for settling.
The suction assembly for the pump to be used should be a minimum of 6"aluminum. A pressure gauge
should be installed on the discharge side of the pump where it can be seen during start up of the system.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
Note: This design shows the additional irrigation as well as the joining of two existing systems into one.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 165 gpm
Wetted Diameter: 256.5 feet ` Reflects a 10% reduction from chart
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 179.55 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 78 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.38 in/hr
300 degree arc= 0.46 in/hr 330 degree arc= 0.41 in/hr
220 degree arc= 0.62 in/hr
180 degree arc= 0.76 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches 360 degree arc= 2.65 ft/min
300 degree arc= 3.18 ft/min 330 degree arc= 2.89 ft/min
220 degree arc= 4.24 ft/min
180 degree arc= 5.30 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.21 ft/sec.
'In
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: 4200 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 1.46 feet/100 feet
Max. Mainline Loss = 61.2 feet or 26.5 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 30 psi
Elevation head: 4.3 psi
Mainline loss: 26.5 psi
Suction head and lift: 2.3 psi
5%fitting loss: 5.7 psi
TOTAL(TDH) = 118.8 psi or 274.4 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 22.9 Hp
Thrust Blocking-
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 3630 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.0 ft2
90 degree elbow: 4.3 ft2
Tee: 2.1 ft2
45 degree elbow: 2.3 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 118.8 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

I
Sheet?
NPSHA: 18'
NPSHR: T *from um curve
pump
If NPSHA>NPSHR OK
i
Page 3
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Sheet8 (2)
Donald Miller Farm Addition
Acreage Calculations
Width Length Acres Total Acres Start End Stop End Total
Pull # (ft.) (ft.) (midsection) (midsection) Lac. Lac.) Pull Acres
F2-H 1 150 140 0.482 0.482 0.280 0.230 0.99
F2-H2 200 375 1.722 1.722 0.460 0.000 2.18
F2-H3 170 300 1.171 1.171 0.350 0.230 1.75
F4-H4 180 220 0.909 0.909 0.350 0.230 1.49
F4-H5 180 230 0.950 0.950 0.350 0.230 1.53
F6-H6 160 210 0.771 0.771 0.280 0.230 1.28
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
0 0 0.000 0.000 0.000 0.000 0.00
Total Acres 9.22
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Operator: Donald Miller County: Duplin Date: 01/19/2006
Distance to nearest residence (other than owner): 0 feet
. AVERAGE LIVE WEIGHT(ALW)
0 sows (farrow to finish) x 1417 lbs. = 0
0 sows (farrow to feeder) x 522 lbs. = 0
1240 head (finishing only) x 135 lbs. = 167400
0 sows (farrow to wean) x 433 lbs. = 0
0 head (wean to feeder) x 30 lbs. = 0
Describe other: 0
Total Average Live Weight= 167400
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 167400 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 167400 cubic ft(includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)----------- ----- 325.0
Inside top width (feet) 125.0
Top of dike elevation (feet)--- -------- 50.0
Bottom of lagoon elevation (feet) 40.0
Freeboard (feet) 1.0
Side slopes (inside lagoon)------------------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 320.0 120.0 9.0
AREA OF TOP
LENGTH *WIDTH =
320.0 120.0 38400 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
275.0 75.0 20625 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
297.5 97.5 116025 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
38400 116025 20625
Total Designed Volume Available = 262575

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length *Width ) + Surface area of connecting waste facility
325.0 125.0 0.0
40625.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 40625.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume= 167400 lbs. ALW/135 lbs.ALW* 1.37 gal/day 180
Volume= 305784 gals. or 40880.2 cubic feet
5B. 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
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 7.0 inches
Volume= 7.0 in *DA/ 12 in. per ft. = 23698 cubic feet run
Volume= 0.0 in *lagoon DA/12 in./ft= 0 cubic feet evC
Volume= 23698 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/ 12 inches per foot*DA
Volume= 25391 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40880 cubic feet
5B. 0 cubic feet
5C. 23698 cubic feet
5D. 25391 cubic feet
5E. 0 cubic feet
TOTAL 89969 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 7.0 inches
Evaporation during storage period=====______> 0.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 2.5 : 1
Inside top length___________________________> 325.0 feet
Inside top width____________________________> 125.0 feet
Top of dike elevation_______________________> 50.0 feet
Bottom of lagoon elevation__________________> 40.0 feet
Total required volume_______________________> 257369 cu. ft.
Actual design volume________________________> 262575 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping elev.__________________________> 46.5 feet
Must be> or=to the SHWT elev.====______> 0.0 feet
Must be> or=to min. req. treatment el.=> 46.0 feet
Required minimum treatment volume=====______> 167400 cu. ft.
Volume at stop pumping elevation=====_______> 173320 cu. ft.
Start pumping elev._________________________> 49.5 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 237184 cu. ft.
Volume at start pumping elevation=====______> 282051 cu. ft.
Required volume to be pumped________________> 64578 cu. ft.
Actual volume planned to be pumped=====_____> 108731 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE: / / b�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

�
^
r '
101,11: Dar.ieo MiI ier,
ADi L Rt . 1 8ox 290-P 8eu1avi1 � e
TYPE OF ANU SIZE: Topping hoqs ( 1200)
OF OPERATlON: TOPPING HOGS NO. 1200
LLASS:
' DE�I6N�D BY: Alan Walker
DATE: 3-25-86
1APPROVED BY:
DATE: �7~ �~ �
PERMANEN [ STORAGE
12oV Hogs X 135 ] bs. per hoc! X 1 Cu Ft pe, lb. 162000
[EMPORARY STORAGE
162000 lbs of animal wt . X J. cu. ft. of waste per 39366 Cu. Ft .
day per 1000 l Ins. animal wt. X 180 days
. . ^
RAlNFALL LESS EVAPORATION
X 44289 sq if of surface area per 12" 25835 Cu. Ft .
per ft.
` RAINFALL - 25 YR. 1 DAY GTORM
� . 7. 5" X 44289 sq. ft of surface area per 12" 27681 Cu. Ft.
per ft .
TOTAL STORAGE NEEDED 254882 Cu. Ft.
9440 Cu. Yds.
TOTAL GTORAGE AVAILABLE 257267 Cu. Ft.
9528 Cu. Yds.
AMOUNT OF FILL DIKE ZCc.,C' Cu. Ft.
PAD �- Cu. Ft
.
TOTAL 1�� 4r Cu. Ft.
SETTLEMENT 10% 14 39 A* Cu. Ft.
^/
,/u��
TOTAL AMOUNT OF FILL ~rm ~� 7 e' Cu. Ft.
0 Cu. Yds.
CUT : FILL RATIO� 'TOTAL EXCAVATION -_t_WM!Z= Cu Ft Cu. Yds.
7 -Z���

�
^
` .
HAME: 0ar�en Miller
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0. 48 LB8 PER 1000 LBS OF ANIMAL WT., X 365
DAYS
X 162000
1o00
(N) -28382 LB�
IT IS ESTIMATED THAT APPROXIMATELY 25% OF THE NITROGEN WILL
BE AVAILA8LE FOR USE AS FERTILIZER
iHE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7096 LRS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
' 35 ACRES WILL BE NEEDED lO TAKE CARE OF THE EFFLUENT.
. .
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND THEN
18 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 I RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS.
� YOU SHOULD CONTACT (AGRONOMIC SERVICES DIVISION )
(NCDA, BLUE RIDGE ROAD CENTER >
(RALEI8H, N. C. 27611 )
(PHONE: [phone] >
^
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DIG[-** AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
WHEN APPLYING TO PASTURE LAND APPLY AT A SLOWER RATE IN ORDER TO
TO MINIMIZE ANY RUNOFF.
' SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
EDURING THE: GROWING SEASON.
� '
BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES
�� '� u/�� \�^ ' ^ \
' DO NOT LOWER THE FLUID LEVEL ANY LOWER THAN �� «���_
BELOW THE OUTLET PIPE.
`
_

NAME: Darien Mi 1 I er
VOLUME = DEPTH E AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MID-SECTION
. --------- -------------------2-
7--------------------------------------
VOLUME = DEPTH E L X W + L X H + 4 X L X H ]
--------- --------------------------------------------------------------------
6 27
VOLUME = 8.0 E 325.0 X 125.0 + 2B5.0 X 05.0 + 4 X 305.0 X I05.0 1
--------- -------------------------------------------------------------------
6 27
VOLUME = B.0 E 192950
6 27
VOLUME = 257267 CU. FT.
27
v5L'uiE = 9528 CU. YDS
44289 sq. it 254882 cu it needed
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MIT
'4
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V. �.LyLCI99.1 .
6
41
�• � i I i
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LAGOON SKETCH (optional)
S•S C� ,SS
1
� 1

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• per*•. Storage e..l.cv. 4�.q
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Pond F;(ls 41 q S CV715
eon�oM �1w. � �;„ v�s�:iabl
Total F;IIs -' &b V4 evyd.5 388 ��.8�+ Ce pocte elo.y e r• where e
rnafcr�ul is found,
cv4 To F;11 rot;o
35
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q�
Operator :Donald Miller County: Duplin Date : 06/06/94
Distance to nearest residence (other than owner ) : 1800 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish)- x 1417 lbs . = 0 lbs
0 sows ( far(ow t c feeder ) _: 532 lbs . = 0 1bs
14%0 1-Lead { f ini shi ng only} 1:?5 lbs . _ 198450 1t
0 sews. t-:D wean) :. 433 1bs . _ 0 1 �
0 ':ead i .,�er�r� t�� `eerier ) -
0
'"ota'_ Ij eragC Live G�ci lzt = 1 lbs
2 . MiNT2iTJ REQ?_T-REL ``'T:T'A�'?`^r�" VOLLT1fE OF LAGOON
� ti . rLW�S . A � Treatment 1G1tmE � � 1
c. �me l
- 7,7 v (CF} :'lb. ALW = , �T. l ,_
0' r feet
, cub(c
STC}:rGE VCLUly:� r Qr: ACCTJMTJL�_ION _�_uge Ar_ _ -: ,1 a t i on No C,�mt,L , e.�
C:;ners Feg,_-est remo"e Sludge
Volume = 0 . 0 cubic feet As Needed
TOTAL DESIGNED VOLL'i:E
Inside tap
Inside top k idth ' feet ) --__- _- ----- 0
Top of dike elevation ( feet ) -------- - --- ------ 50 • 8
Bottom of lagoon elevation ( feet ) - -~--- 38 . 8
Freeboard ( feet ; ----- ------- ----- - - ---- 1 . 0
aide slope.5 ( inside lagoon) - --- -- - - _- ---- - - 3 . 0
1
TGtai desigr1 Joiurri (king pr ismoi'a` forilu "?
C / r-r rr-�,n� r-� r ran, rr i T^r-� T r, r�rmT-7 f�TTrm�J T1EPTTJ
SS �'.-VlD1 J✓: EI'"dL.. D ZrSIr.,EI rSS SI'DE2 ..il_ zQ1 f� +, 1
AREA OF •r�-_'-7
LT,re,ENu
09 . 0
h it i.h 0 1 .L'1,:
�ENGTr -
i43 . 0 I� , -,r.pn Ar,EA 07 nnmmnMl
r.J "AP
EA
OFF MIDSECTIn
LENGTH 4 WIDTH 4
170 . 0 156 . 1? 109824 (AREA OF 'VTDSECTION * 4 )
CT . FT . _ "AREA. TOP + ( 4-`AREA MIDSECTION) + AREA BC`TTOM I * DEPTH/6
39501 . 0 109824 . 0 1.7589 . 0 '_ • °
Total Designed Volume Available = 306009 CU. FT.

r
;: . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length Width --
'a.5 . C� 1 ,- . 419?5 . 0 square feet
Buildings ( roof and lot water)
0 . 0 square feet Describe this area .
TOTAL DA 41925 . 0 square feet
Design te <<porary storage period to be 190 dals .
-.A. Volume of taste p-roduced
Feces & urine production in gal . /da-,f per 135 lb. ALIT? 1 . 317
Volume = 198450 lbs . ALW11135 lbs . ALW * 1 . 37 gal/day 180 days
Volume = 362502 gals . or 48462 . 8 Cubic feet
5b . 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 recircu'_ate
the lagoon water are accounted for in 5A.
Volume = 0 . 0 gallons/day * 180 day-s storage/7 . 48 gallons
ner rF
Volume = 0 . 0 Cubic -fee -
5C . Volume of rainfall in of evaporaticn
-r ant
Use i _ _d of tii:)e wl�en r�;.n all e . e ds eriapo:-at�on by Largest amount .
nFall
ay 1
Vo1ume - 7 . C in 12 inches per foot
Volume = 24L56 . -3 .-ubic Epet

A
5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 26203 . 1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. . 48463 cubic feet
5B. 0 cubic feet
5C . 24456 cubic feet
5D . 26203 cubic feet
TOTAL 99122 cubic feet
6 . SU14MARY
Temporary storage period==============______� 140 days
Rainfall in of evaporation===========� 7 . 0 inches
25 year - 24 hour rainfall=================-> 7 . 5 inches
1 . 0 feet
Side _____-> 3 . 0 1
Inside top length===____ _ __
__-_ ___ N �15 0 eet__________________
Inside top :idth____________________________1 195 . 0 feet
Top of dike elevation================ 50 . 8 feet
Bottom of lagoon elevation===========-----__> 'a . 8 feet
Total required volume_______________________N 20-7(571 ft .
! L
Actual design volume_______________________ 306009 cu . ft .
Seasonal high watertable elevation (SHWT) ===> 46 . 3 feet
Stop pumping ele 46 . 9 feet
Must be ` or = the SHWT elev. =====_____> 46. 3 feet
Must be or = to, min . req . treatment el . =1 44.. 9 f eet
^1��lui red mi 1limum treatment volume========== 198450 cu . ft .
Volume at stop pumping elevation====-______-> 201205 f t .
Start pumping e'-e" . _________________________` 49 . 0 feet
Must be at bottom, Cf freeboard x 25 yr . rainfall
Actual volume 'less 25 yr . - 24 hr . rainfa' 1- 270806 cu . ft .
Volume at start pumping elevation==========-> 275166 cu . ft .
Required volu me ~c .-- um:j ed________________'> 7201_9 c�� . f t .
Actual volume pi --nnc� to be pumped=====__-= 73961 cu . ft .
M, i t _i ckness of so i 1 '_ iner when :equ i red=_'� 1 . 8 feet
DES IGI`4ED BY: Lanier & Hou_ t on CHECKED RY:
DATE: CD /6/q4 DATE : 61ZZ�T�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN SCS DOES NOT CERTIFY THAT
COMMENTS : BEFORE BEGINNING EXCAVATION EXCAVATION AND FILL
LANDOWNER IS ADVISED TO VOLUMES ARE CORRECT
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UTILITIES ARE NOT -
DESTROYED 1-800-632-4949

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage . The time required for the planned
fluid level (permanent and temporary storage ) to be reached may vary
due to site conditions, weather , flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 1°0 days storage for :
( 1 ) waste from animals and (2 ) excess rainfall after evaporation. Also
included is storage for the 25 year -- 24' hour storm for the location.
The volume of waste_ generated front a giLven number of animals will be
fairly constant thr,j-_;ghout the year and from yez-;r tc year , but excess
ra r:f�_l wi =.r1 L cm year to year . The 25 year rainfall will not
be a factor to consider in an annual pumping c, cle , but this storage
volume must always 'e available .
A ma:_imum elevaticn is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s ) from
buildin.g( s) . If t-he outlet pipe is not install.,--a at the elevation to
begin pumping , a permanent marker must t,_ _nStailed at t-his Elevation
to indicate when pum.dng should begin. in must be established
tr stop pumpIny ,.c ::Aaaintaln lagoon treatZie,nt depth.
Pumping can "r_ _tar ted or stopped at and- `ime be:;:een these two
e'evations fcr convenience as ite cer:ditions permit , such as
weather , soi 1-a., -o , and equipment in or aer to apply waste without
runoff or leaching .
Land application _f waste water is recognized as an acceptable
method of dispoaa'_ . 'fiethods of application include solid set ,
center pivot , guns , and traveling gun irrigation . Care should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out :
Tt is Ctru��g' L? _nm►ended that the tl"Eat?ieLit lagoon be pre-
charged to�1,'2 its :,apacity to prevent e::cessive odors during
=:-ar t--up . Pre-char,ir�g reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times. When precharging is complete ,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
? . The attached v:aste utilization plan shall be followed . This
plan recommends sampling and testing of waste ( see 3ttach: ent )
before '_and application .
3 . Begin temporary storage pump-out c` the 'lagoon when fluid level
reaches the e'et%allot: 49 . 0 aS marked L-' permanent marker . Stop pu:rp-
out when the f? -_d '_ ruches elevaticn 46 . 9 This temporary
storage , less 25 rr- 24 hr storm, contains 72919 cubic feet or
545435 gallons .

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0 . 3
inch per hour . Refer to the waste utilization plan for further details .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . A: i surface runoff is to be diverted from the lagoon to stable
out!et.s .
S . keep ai minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches . Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways .
9 . The Clear: Water Act of 1 977 prohibits the discharge of
pol lutarits into waters of the Unite-' States . The Department of
Environment , Health, and Natural Resour,:es , Division of Environ-
mental Management , has the responsibility for enforcing this law .

• I
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the 'lagoon embankment and building pad shall be
cleared of trees , logs, stumps , root , brush, boulders , sod and rubbish.
Satisfactory disposition will be made of all debris . The topsoil from
tine lagoon and pad area should be stripped and stockpiled for use on
the dire and pad areas . After stripPing, the foundation area of the
layccrl embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond .
AND EARTI?FIT L PLACEMENT
------------------------------------
The completed excavation: and ear thfill shay_ conform to the lines ,
grades , and elevations shown cn the '_ ?�=r • Earthf i ?1 material shai '
free c� material su:', as :) roots , froz n soil , stones over
a.0 ♦,. -1- 4 F- r.r � - +'Ar�al To the (ym:tr:r-,t
filches _n diameter _nd othe_ _ : _ - - ��ab _ ma .�� -
let- ar c: _ -1 table e::c•ava~led Lute r i = car- be used ass f i 11 . The f i 1 '
�t'i+�11 bGL'ougrit up fir: 3ppro::imattl1' ',CrizCnta'- ' ay ens not t0 e.:Ceed G
.hi ckne=- when '_core. and -0 cor►l:action. Each layer
r�.C�' • L....
be compacted by �Ca�plete -o:Terage ��,-th the hauling and spreading
♦- ��- ; �c11er cr ether equivalent method .
rent or "andard tamp'-5 r
;,oT ra:troll will be considered aderuate' when fill material is observed
the p t 1 sett l-�nent is not readily detectible .
tc� ���r:se� idate to h.: point ,.�.at _.. _
N0-..7r THE SPECIAL REQUIREN EN'S FOR PLACEMENT OF LIFERS IN THE LINER
_.r is
SECT?CN CF THIS SFECIFICATIOl�. TZ�e ,=~:_an�:me-nt of the lagoon shall be
installed using the more impervious materials from the required
e::CaV3tions . Construction of fill heights shall include 5 percent for
settlement . Dikes over 15 fee- in height and with an impoundment
ca acity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law . The height is defined as the difference in elevation
r ci.r the constructed height to the down—at-ream toe of the dike .
be t-_11 e rii r4 'r' `'`7rictrjjCti —_- t^ —,: -vent
Lit_ as _r? `ed men tar-t
' TA? ' : T77. I,JT-N III UM R-- TTTr E , ► T7TrT'-% Err- C,TUA T.?., EE i . 8 f t .
IUD T.=1;r_ C 1 T T i HL �T. FTTT T \ r•�11� RE, TTTn-L'Tl �:'Hr T'�7E ATTACHED
JOIS
T T !' a T1T r1 T,T,TnP'+T /_•n Tw,TT/�T T�+r �P t,T TT*7 *T�'jTTTJ1 F'LE ?MATERIAL IS
�11,.7 f:_I .,a• 1 i...:. .: _ .i L':L'�.'L::1 E:� � 7 . 1 17.�..+_U Uiv, 1 l'�J
^*,r•�.T*,�,, r,T*nTT�,n r•^glrrn+�TjrmTrl^' A '?'1"_>I�'A'_, CP0 S SECTION OF THE LINER
T•. T*'r+ .*,.rr TOT •*'TT�^ '1FrTf r' f�TH^*' T IT'E�`' ARE REnUI^ED BY THE SOILS)
_!c_. .. S .] u v u v a..
-!hei: areas of �ansv_'*_ble material are encountered, they will be rV"-'~-
e::ca'.1-ated below f?n sh grade to the spe,_; f ied depth as rteasureta
rr da t i ' be bac ,, c , i cd
cu1ar to the finish grade . .�e fo r. _n s ah r _ �as specified to grade with a SCS approv�=d material ( i e - CL , SC, CH) .
REFER TO THE SOILS INVESTIGATT"�' INFORMATICN T"l Tl?E FLANS FOR SPECIAL
CONSIDERATIONS .

i
SHEET ? OF 2
Soil liner material shall come frog: an approved borrow area . The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate . Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner . The moisture content of the liner
material shall not be less than optimum water content during placement .
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction . Proper
compaction of the liner includes pla-- ement in 9 inch lifts and
cc spa_led to at least 90 per -ent of the maximum ASTM D698 Dry Unit
We i-jht of the 1 i ne_- niat er i 1 . ;Vher. -.maoth or hard, the prev iot,.s ? ; f t
ied -a d _::ci�.'_ened a needed before placement of ~lie ne::t
71Ze Single most important factor affE-cting the overall compacted perme­
a':: _ity of a clay liner , c._ther than t1:e type of clay used for the
is the effi -ient const_ ucticn nrocessing -of the compacte,?
'he sequence of equipmment tts,e and t'_-Le of equipment in esta"-
1 ished pattern helps assure "j in L?ze ���l.oIe placement a.-J
=cry+actic.r� process . ti anping or sheepsfoot
is the pl f �r.ab c t1�l,t of I _ t i equipment .
a
a '_ liner EZ a' ' ,«,_ ,`el_�-ea �1 �-h,: la waste cutlet
l r ,�..:� a� -h3rge of
This can 17Dt' one, sin e t1 je of energy dissipato'" 1_-o 1:_
f le:•.-ible outlet= on was�e p pea .
I- t,-_r_a'-ives to s ii l liners are synthetic liners and bentoni to s.eala nt .
tlese are specified, additional ccla`ructicn specifications are
_ac-11-ided with thi` Construct i cn '"pecI f i _ _:t_on.
CUTOFF TRENCH:
--------------
A cutoff trench shall be c-onstructe d under the embankment area when
shown on a typical cross section in the plans . The final depth of the
_uL off '_c er_ch s.'_za" l�_ detarmined "I - observation of the foundation
r,at�_ria'� .
tii e:_pGsed emr� r�':%e:it �rl-� other bare constructed areas shall be seeded
tG -t:- planned tl'pe or '.%egetation as soon as pCsslbie after canstrLiC -
io, according to the seeding specifications . Topsoil should be placed
��r� aria= of the dike ana p,aJ to be seeded. Tenporary seeding or mulch
sha'_1 be used if the recommended permanent vege`atior� is out of Season
date- for seedi rig vegee gat ion s'jou'_d be established as soon
as possible during the ne_:t period of approved seeding dates .
A � EVTSTING rrrE Dr" INSRE `0V
When the drains are enco;antered , the tile will be removed to a minimun
of 19 feet beyond the outaide toe of slope of the dike . The tile
trench shall be backfilled and compacted with gocd material such as
SC, CL, or CH.

. I
SEEDING SPECIFICATIONS
-----------------------
AREA TO BE SEEDED : 2 . 5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS :
0 . 0 LBS . FESCUE GRASS AT 60 LBS . /ACRE
In SUITED OIL CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES : SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
?F . 0 LBS . RYL' GRAI!� A.T 30 LL'" . /ACRE (NURSERY FOR FESCUE;
150 . 0 LBS . ' PENSonCOLA ' EAHIA GRASS AT 60 LBS ACRE
( SEE FOOTNOTE N0. I )
SEEDING DATES 15 TO JUNE 15
0 . 0 LES . HULLED COMMON BEF'�JDA GRASS AT S LBS . /r.C^E
( SUIT ?ED FOR �`)rT SCIL CONDITIONS '
r EDTTrG T1TrT+E rPr,�-r 1 �
��_1A',� L:�.��5 . .�:.�� - TO JULY 31
. 0 L 0 C T T*TTI T♦ T T�'�T r P11,,f�t�1�7 71 n r11�{T Tt'1 1�. �'F A J J n m T T7 r
SE"L IG DA^_'ES : J=._'UA^i 1 TO MfARCH 30
C n r r•na r rr►. A n I ix A r1r
. 0 LBS . F.Y E �r'AS�, _ L B_� . , ::C^E (TEM�'_'OF,ARY VEGET TI'� '
T/"T"T1 r''LL. 1 TO MARCH 30
LBS .
APPLY THE FOLLv^WI�7G :
2500 . 'J LES . OF In-10-1 0 FEF.TT'_T?EF. ( 1000 LBS . /ACRE)
5 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 . 0 BALES OF SMALL GRAIN STRAStiT ( 100 BALES/ACRE)
A"L SURFACE DF.r.IN" SHOULD EE L t Cl TAT. LED PRIOR TO SEEDING . SHADE
ALL 7ISTUR�BED ?-: E � TM-MEDIA�'ELY :F^'E�: T'AF.''_'H 'MnVI'1?G TS CnMPLETE'?1 .
APPLY LIM�:E AND FERTILISER T zE''�' DISK TO PREPARE A ? TO INCH
S11-100TH SEEDBED . AF"L i' SEED A�M�` ^TR?� SEEDBED �..�ITH A CtTr,mTP�CuFv
0& SI?iyLAR E.QUIFMEa T. A1''_= ..�' ULCH r._`4D SECURE WITH A A'�JLCr'
ANCHORING TOOL OR NETT Il;G .
PEI:SACCLA LAHI GRASS IS SLOtivE" TC ESTABLISH THAN COMMON
BE.RMUDA GRtiSS . WHEN US'I'_`'G BAHIA, IT IS FFECnMMENDED THAT o
LBS . /AC.RE 0 F C^M Y,CN BERMUDA BE TNCLUDL'D TO PROVIDE COVER
UNTIL IS ESTABLISHED .

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tot
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del). 50.R 5o.$
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p¢r�.,, Storage elev. 4L.9 !
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Excava�;or. -- $9b�1 e•�s � 3 1
Side sl•pes �
Dike F�IIS - - i �59 e"�s � Z'nslAt
P" Fills 4145 C-7ds I
Qo4 t o►n 1r1 W,
7otol F:115 -- f'obsy Cuyds �1 'S$ 6 eoM pa,c+ea Glad 1,1%er tjnsv;ioIIe,
Gv� To F:II roti'o
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G

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