310452_Application_20240304

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, 2024, 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 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Certificate Of Coverage Number: AWS310452
2. Facility Name: Creekside and Rhode Ho Farms
arms
3. Permittee's Name(same as on the Waste Management Plan): Jerry Grayson Rhodes
4. Permittee's Mailing Address: 2343 E NC 24 Hwy
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-290-1038 Ext. E-mail:
5. Facility's Physical Address: 212 299 Miller Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. 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): Jerry Grayson Rhodes Phone No.: 910-290-1038 OIC#: 998094
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,710
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13, Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 6/17/1986 Full,clay 262,575.00 40,625.00 19.50
2 Lagoon 6/6/1994 Full,clay 306,009.00 41,925.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email 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,solids separators,sludge drying system,waste transfers,etc.)
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): ,;or 41p Title: ®"400__
Signature: Date: 1/W9AV_*
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

t
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
i �
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
2e-t4�1�11 qllqII3
gnature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 9 �3
echnical Specialist Signature Date
YON
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
AMN 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 -3,514,951
Year 2 4,528 11472 -6,944 6,364,427 -3,852,257
--------------- -s-----------------------------------------------------------------------------------------------------------------------------------------------
„�� 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.
--------- -- --------- - --- ------- ----- --- •-- ---------- - ------------- -----
sRtl38 Database Version 4.1 Date Printed: 09-19-2013 Narrative Pa e 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 IA 10.80 1.41 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
5349 lB 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 LO 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 lForeston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 4B 4.00 1.53 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 5A 5.00 1.84 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 5B 5.00 1.83 N/A Foreston Com,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 Com,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 1 7B 3.401 1.38 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5349 Sub l 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 lForeston Corn,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 Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 1-1 23.60 4.36 N/A lForeston 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 Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 1-5 23.60 4.26 N/A lForeston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
881 138 Database Version 4.1 Date Printed 9/19/2013
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

y Planned Crops Summary
C Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5387 1-6 23.60 1.60 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5387 Sub 1-1 23.60 2.52 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
PLAN TOTALS: 283.60 54.60
Li -Potential Leaching: Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Tenn No-Till(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 pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. AppGc. 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 10/1-3/31 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 10.801 0.99 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 27.461 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 ID 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 LO 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 Irrig. 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 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 96.72 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
881138 Database Version 4.1 Date Printed: 9/19/2013 WUT Page 1 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 pphed 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 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. 2/15-6/30 137 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 Irrig. 58 31.90 0.00 48.81 0.00
5349 5A S7 Foreston 5.00 1.84 Corn,Grain 120 bu. 2/15-6130 137 0 20 Irrig. 117 64.91 0.00 119.43 0.00
5349 5A S7 Foreston 5.00 1.84 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 58.70 0.00
5349 5B S7 Foreston 5.00 1.83 Corn,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 58.381 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 brig. 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 brig. 50 27.74 0.00 111.79 0.00
5349 Sub I S7 Foreston 10.80 4.03 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9130 205 0 0 brig. 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 brig. 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. 9/1-4/30 115 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 Irrig. 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. 9/1-4/30 115 0 0 brig. 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 Canat 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. 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 Sub 7 S7 Foreston 3.40 0.28 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 18A8 0.00
5349 Sub 7 S7 Foreston 3.40 0.28 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 8.93 0.00
5387 1-1 S7 Foreston 23.60 4.36 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 283.00 0.00
5387 1-1 S7 Foreston 23.601 4.36 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 31.901 0.00 139.081 0.00
5387 1-2 S7 Foreston 23.60 115 Corn,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 Corn,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. 9/1-4/30 115 0 0 Irrig. 58 31.90 0.00 153.76 0.00
5387 14 S7 Foreston 23.60 2.89 Corn,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 3L90 0.00 92.19 0.00
5387 1-5 S7 Foreston 23.60 4.26 Corn,Grain 120 bu. 2115-6/30 137 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 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 64.91 0.00 103.86 0.00
5387 1-6 S7 Foreston 23.60 1.60 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 31.90 0.00 51.04 0.00
5387 Sub 1-1 S7 Foreston 23.60 2.52 Corn,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 W. 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
Total Applied,tons r 0.00
Total Produced,tons 0.00
Balance W. 0.00,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 3 of 6

Waste U. tion Table Year 2
Nitrogen Cantu 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) (Ibs/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
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 lA 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 1 B S7 Foreston 10.801 0.99 Hybrid Bermudagrass Pasture 6.0 Tons 3/I-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 3/1-9130 205 0 0 Irrig. 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 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 10/1-3131 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 Irrig. 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 10/1-3131 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/I-9/30 205 0 0 Irrig. 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 Irrig. 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,Manurcd,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 Irrig. 58 31.90 0.00 58.38 0.00
5349 5B S7 Foreston 5.00 1.83 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 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 lition Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManurA 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. 9/14/30 115 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 0 0 Irrig. 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 brig. 58 31.90 0.00 44.02 0.00
5349 7B S7 Foreston 3.401 1.38 Soybeans,Manured,Double Crop 34 bu. 4/I-9/15 133 0 0 Irrig. 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 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 brig. 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 311-9/30 205 0 0 brig. 205 113.73 0.00 100.08 0.00
5349 Sub 4 S7 Foreston 4.00 0.98 Wheat,Grain 55 bu. 9/1 4/30 115 0 0 brig. 58 31.90 0.00 31.26 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 IForeston 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 brig. 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 brig. 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 brig. 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. 4/1-9115 133 0 0 brig. 133 73.79 0.00 321.71 0.00
5387 1-2 S7 Foreston 23.60 3.15 Wheat,Grain 55 bu. 9/14130 115 0 0 brig. 58 31.90 0.00 100.48 0.00
5387 1-2 S7 Foreston 23.60 3.15 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 73.79T 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 Ca nm 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) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Appbc. 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. 9/1 4/30 115 0 0 brig. 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. 9/1 4/30 115 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 I-6 S7 Foreston 23.60 1.60 Wheat,Grain 55 bu. 9/1-4/30 1 l5 0 0 Irrig. 58 31.90 0.00 51.04 0.00
5387 I-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. 4/1-9/15 133 170 0 Irrig.T 133 73.79 0.00 185.94 0.00
Total Applied, 1000 gallons 6,364.43 E �_
Total Produced, 1000 gallons 2,512.17E }
Balance, 1000 gallons -3,852.26 ----r �
Total Applied,tons 1, 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 6 of 6

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
5349 IA Foreston *0.35 1.0
5349 113 Foreston 0.50 1.0
5349 1C 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 l
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 Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 68
1 2 125
1 3 180
1 4 180
l 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.I 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 prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
----------------------------------------------------------- ------------------------------------------------- -----------------------------------------------------
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 infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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 Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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,413, 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): IA, 1B, 1C, 1D,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 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.
881138 Database Version 4.1 Date Printed: 09-19-2013 Cro_p,Note Pa e 1 of 3

The following crop note applies to field(s): IA, IB, 1C, 1D,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 V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1-1, 1-2, 1-3, 1-4, 1-5, 1-6,4A,413, 5A, 513, 6A, 7A, 713, 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.
-------8------81138---------------------t----as------
V--- --ersio-n---4.1-------------D-ate------P-rinted:----------0--9-1---------01------------------r-o-p..N...o-te-----a-ge----2---o--f---3-------------
Daabe 923 C P

The following crop note applies to field(s): 1-1, 1-2, 1-3, 1-4, 1-5, 1-6,4A,413, 5A, 513, 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.
-------a 8i- ---t3s---------------------ata----a-----
V--- -ersio-n---4.1-------------D-ate------P-in
-- -------09-1-----9------01-------------------ro-p----o-t-e----P-a-ge----3---o--f---3-------------
Dbse 23 C N

Waste Utilization Agreement
I, �.l�rr� �s�cs hereby give r-Lnr Son/ 4S 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 7-7 F/ AU`l I_r-1- 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.
Landowner: —'� Date:
Term of Agr ent: G 3 3 to 3 3
Notary

Jerry Rhodes Muddy Creek,
Grayson Rhodes'#1
7 ram.+...
n
Y f
1 t Yr - ,,..n�•,
7,6rt �'3U��91e CooSic earth

.,�` .. •_s J ^•..• f +%'.+rws '� �fn�''���t•.i j, `�:'��j`��....ir'•r :.• .•�`� j� - a +. '��• �� '-•'"Yr
�. t .a, ..!"' w. !i.` rr...►. � > e y +'.r " k It ' t;
r
10,
�
..1
JEW
Grayson Rhodes #2�. �.
�7,20t3Google.. s' �--. GooSic earth
1717t �, y

Ji
r A IRRIGATION SYS i DESIGN PARAMETERS '
LandownedOperator Name: County:
Address: D 5
YL Date:
Telephone: 41 � 1 j'�y Y,j
TABLE 1 Field Specifications'
Approximate Maximum
Maximum Maximum Application
Useable Sim Application per Irrigation
Field of Fleld3 Slopo Rate Cycte4
Number (acres) Soil Type Crop(s) (Inthr) (inches) Comments
G.27 Fv t o-�- �- - I . 5 I �•ys` I
I I I I
i 1 I ► i
y-7
i
1/ I To I D -TT
3, r l a
I I I I i
3• I rota O - I I - w- S ( . 0 I
• I I I I
I I I
tTwe tmbe conptiated IrilWentirety byy=b'WCD'FiefYi:ORice personnel forw3rde0'1l0 th, ifigation systenv desk.VW.
=See provided thy,the SWEO Meld O op for field=iQpatio
'Tots! d' ee +teq*gd.lE as.
'Refer tQ`A1;,C:*lU atloti Guide;flefa Owe~ a 4r iew..Gulcle..Se tlon II Q.-.`Annual application frtust not exceed @ie agrcnwnic rates for tie i oq' rid op used:
US'aA-NR
- .. dctMlbii'•:'t89a• •, •. pager!. Noilh tarelitiN`,

IRRIGATION SYSTEM DESIGN PARAMETERS '
Landowner/Operator Name: ja County:
Address: G`i
Date:
Telephone: O —
TABLE 9 Field Specifications'
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of FIeId3 Slope Rate Cycle4
!lumber= (acres) Soil Type (X) Crop(s) (In/hr) (Inches) Comments
• I I I
I
,7
-7 3,i2 - r -
I 3- Ir17
• r, ,$ I I I I f
• I I I ! I I •
'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.
411efer 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 pago4 North Carolina

TAB' � '' - Traveling Irrigation Gun Settings
3—/y4 7
Make,Model and Type of Equipment-
EQUIPMENT SETTINGS
Field No' Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diametor Pressure Pressure Arc
Hydrant Noe (Wmin) (Iri/hr) Width(ft) Length(ft) (feet) (Inches) @ Gun(psq @ Reel(psi) Pattern' Comments
,4 -1 .r 1 A �, 3,,7.5-0 I 1 v I I '}'o I X3a7o-"
15 •7. / I , y U I `�"17eJ I I /•b5 1 To I C/ I /��J I
7s�•5' I I IG� I I s I �� ", ' 15
-t r I - ( 5 �av ! ssV I 2; I a I 50
ag) I
!�
J� 5 /.q I i i57 I r 7 7:) -1>1/> I j I CO` 510 Y
g 1/3
I I I I I I ! I !
3IT5o I z I aS I 6"� I ��� �v �� t » / '
/ 0 I �/ 0 I / I '',(II ytip ! I /8o 3 ��
< AC.1L.
L!d t-� bo3
GB I 1, 6 ' I �o o I Lie I I 5b I I �z I ov �ioo / 55 3 3•C Z.
��t5�•� I I �I I I I I I ! f._
0; 0 0 I 6 o o i o2S 5 ! 4 og ( j :, I cog .Zo o ,c 8'o'd-
I I I i I I I
A-:44
'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 Equfpment:
EQUIPMENT SETTINGS
Field No' Travel Application TRAVEL LANE Wetted Nozde Operating Operating
and speed Rate Effective Effective Dlarneter Diameter Pressure Pressure Arc
Hydrant Noe (ftlmin h/hr) Width(R) Length(ft) (feet) (Inches) @ Gun(psi) @Reel(psi) Pattern Comments
•s" I I -7, I -) x yaa: ,q
I I /5-b Y 35•b _ 1•
I ��6 �I ' ��U g`�'J�-- I I is� I- - 3 Zo I �v Y � 3� •g a*''�
z 1 1 'I •5 �v I sue- I 2$ I o I - � l I 3Zv I G -3� - ��
I —1 1 Z I 1�oS I I I 32o I Bsa , oG .�
Y30 12 ! ,Os I 11 32u I Gov x /
I •6 —! 5 I o I s-5 ! z- IItI �v • I I i8v I .. 5' �,7a"4-
f� ! ,G 'I .y I Igoe, ,'p /•7
/ I !,� I I �Bo I iyo ,c �. : �►3$ 3.lyd
A! EZI I y I ,1 I a i r, I ,aS I i,
v x3•�7-
I
-
.1
'See attached map provided by the SWCD Field Office for field locations .
=Show separate entries fbr'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.
. •Irtigatlon Parameters USDA-NRCS
a '
October 1995 •. page-2 North Cwollna

TABLE 4 = Irrigation Systerli Specif cations'
Traveling Solid Set
trtigatton Gun Irrigation
Flow Rate of Sprinkler lgpm) S _
Operating Pressure at Pump(psi) I .
Design Precipitation Rate(Inlhr) ( �j y� I
Hose Length.(feet) I g V XXX)UOCXX
Type of Speed compensation. I4/4 zez aLICX (X
G
Pump Type(PTO,Engine,Electric) I c �/v�• I
Pump Power Requirement(hp)
I I
I
Y
TABLE 5 - Thrust Block Specifications'
Designer may.provide thrust block details on separate sheet,
I THRUST BLOCK
LOCATION I AREA (sq.ft.)
9V Bend I" •3 �Y 5�PrL.
Dead End y r-7. v
Tee S P r
I -
1Scc USDA.MRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
USDA-MRCS
trrtgation Parameters
( Her 1995 ., page-4 North Carolina

IRRIGATION_SYSTEM DESIGNER
Company: '".
Address: A lO A-L ?ti
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 imgation 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
06WWr 1995 ., page-5 North Carolina
t

t �1
s z 52? � .
-9-g'S F-r X • 70
�' p�gXr)2 1J
t 30 7 3 GO lr/25' ,3S
'320
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� S
23-762-111'5-
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2 � �
Rb Z31 = 3 yL
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�,•' =' $i` "•:, •. ..'• ',IM'.<�+...� V''•Y.� ice:_h Y».. ?I•
•� �„ :�•� �� -:6[gyL7• ti�ty •.;.,•,fit•
F�� '%��tii. .�,ti�i's•\ � t' •• � • • 1• � �., •i4':'�r -I,p.N, .+ Y Q�•4 L'r ' .•. •: r
.;;'r 'rt fyt ••{1tiS i Mn� �I
r•r'A27•�/2 :�,r�� *- ri'''e•P�`'•:- � -r-S '� .'. "• �•' _ '_•_.. tl:rr, l.r •; .•. .. .. ..•�:�4•:�5 .3.:� • x'r:'
•�+.,�_ ,�:T �•-1 r�• ��,,'y�•;y.•.�• t ,7Y •'•T':>;rr: i..�l...+:.'�'j.. "', .:. •.. ,f ..,-� , r• i. r �:+ •it. ^f 1 2r+�`iS >�•r-'
^.r� : �� �•;., !T X �'� •�'�.. #•• ��.w..R �;•. '•f �1,1, ' i.".•.2��'. ;.T" .7 ••,r•� � •f ., _ "�•• i- �.

'ontrols from Exterior Lots (RC)
it , w' exterior is
;. 'ethods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
ln the plan.
( ° For facilities without exterior lots, no certifecation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Annlication and Handling Equipment Installation (WUP or n
Check the aparopriate block
($—Animal 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 bas 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): IV, "6Li
Affiliation:
Address(Agency): , ` Phone No.: Qua
Signatur�tz /� 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 specifiedin 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: •!�- 9 7
Name of Alanager(if different from owner):
Signature: Date:
E) Odor Control Insect Control and A'Iortality 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.�� hL, 1���— County:
Address:
��ciw U,`L G 2r_•.�• a$5'!B Date: _ 3-!y-9 7
Telephone:
TABLE 1 Field Specifications '
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Fleld3 Slope Rate Cycle
Number= (acres) Soil Type (%) Crop(s) (Whr) I (inches) Comments
I
I I j j
I I I I I
I I I I
•I I I I
I I I
I I I I I i I
I I I ! I I
I I I ! I t .
I I I I I
I I I I
'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'FIeld Office for field location(s).
3Total field acreage minus required buffer areas.
'Refer to N.C..Irrigation 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
90-3� ;
Make,Mode!and Type of Equipment:
EQUIPMENT SETTINGS
Field No' Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
m and Speed Rate Effective Effective Dlaoter Diameter Pressure Pressure Arc
HydrantNo2 (fUmin) (Inlhr) Width(ft) Length(ft) (feel) (inches) @ Gun(psi) @ Reel(psi) Patterns Comments
1 -I )I I .r. ov 9yv I 2So I �.� ,� >D al) I 9 I 9s7Aw 97 I igv I v X
a57, I 1 1< G I , s g� 32v I Gov x osa =
I s 05-79 I 70 I ��� sv 9710 a ,
iU /GUI U I I 9r I I G 20 I177X/63v
I 111b 1 5po I /70 I / �� I ,7� I 95- 112& X pa
I I I I I I I I I
I I I I I I I I I I
I I I I I I • I I I
I I i I I I I I
I I I 11 I I I � I I •
I 1 I I I I I I I
I I I I i 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).
2Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various are patterns: F (full circle),TQ(three quarters),TT(two thirds), H(half circle),T(one third),Q(one quarter).
May also usq.degree of arc in degrees.
Irrigation Parameters USDA-NRCS
October 1995 -• page-2 North Carolina

TABLE 4 - Irrigation System Specifications
ITraveling Solid Sot
Irrigation Gun Irrigation
Flow Rate of Sprinkler Igpm) :4
Operating pressure at Pump(PSI) I /7
Design Preclpitation Rate(Inmr) I 3f I
How Len0h(foet) x)oUaocxx .
Type of Speed Compensation I-,st f X)OCXXXXX
Pump Type(PTO.Engine,Electric) ' I
Pump Power Requirement(hp) I c 7 I
TABLE 5 - Thrust Block Specifications'
Designer may.provide thrust block details on separate sheet
'THRUST BLOCK
LOCATION I AREA (sq.ft.)
90'Bend
Dead End
Tee .J/Z, F z� r
' I
.ISee USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
Irrigation Parameters - USDA-NRCS
filler ; ti Page4 North Carolina

IRRIGATION SYSTEM DESIGNER
Name: ^� //S.
Company: Z- T
Address: - o
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 DEEINR-DEM Code Section 15A NCAC 2B .0200-Waste Not Discharged to Surface
Waters.
irrigation Parameters USDA-MRCS
OctdlS>£r page-5 North Carolina

_
zv— r '3
2`
�r o � -
xaG -
3,7yac' ,9 x'l42.q'�Z 51` YG� 5/ 3u
S 41.417 x
-2 5
31

1/ — •YES Dc
dY5 l�J r, $sue _ /-;z-,yl.7 79' �, 33C/45
H�87 4
3 7, r --
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CT 3,o 3
��GaXF� 3yGo ��Go �65 , a5

S'a 6

G;'RanControl fir m xt rior Lots (RC)
' Facility with 'XXdQLL0&I
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 Equipment Installation (VVUP 010
Check the appropriate block
[$Animal 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 bas 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): h/'I L Li�� J G L
Affiliation: t -L 't 'tG/%-I
Address(Agency): . G y G �� Z f/G Phone No.:71P -Z$5=LEE
Si-nature: Qos-.->~ /�S / � Date 3/�1-�'7
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:
Name of Alana(yer(if different from owner):—
Signature: Date:
E) Odor Control.Insect -Control and Mortality Alanagement (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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• ��''LL � t J i r
jai•. !!`..'

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/Yx990' 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.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments -Acres per pull
R F2-H1 4.24 0.62 150 140 256.5 1.08 50 80 220 0.99
AS) F2-H2 2.89 0.41 200 375 256.5 1.08 50 80 330 2.18
G F2-H3 4.24 0.62 170 300 256.5 1.08 50 80 220 1.75
0 F4-H4 4.24 0.62 180 220 256.5 1.08 50 80 220 1.49
HB F4-H5 4.24 0.62 180 230 256.5 1.08 1 50 80 220 1.53
A 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 XXX)WCXX
Type of Speed Compensation Mechanical XXX)WUCX
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

Sheet5
�'Svljv
IRRIGATION SYSTEM DESIGNER ��� 4P �sS'>.
Name: Micah Kevin Weston, CID
ti
Company: Private W
�r Address: 237 A.I. Taylor Road Richlands, NC 28574 v t *
Phone: [phone] 002 19
OFS I G 1`t
Required Documentation `�pRJIVlCs��
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.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant:
1
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

Sheet?
NPSHA: 18'
NPSHR: 7' "from pump curve
If NPSHA>NPSHR OK
i
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# fU (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 1 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 - 1 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
Pet

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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)
f 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 ib. ALW 1.37
Volume = 167400 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180
Volume = 305784 gals. or 40880.2 cubic feet
, 5`B. 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 112 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: l/6l 6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

�
�
r '
NAh�: Darieo Mi � 1er
AD�H��6: Rt. 1 8ox 290-P 8eu1avi1 � e
TYPE OF ANb SIZL.: Topping hoqs ( 1200)
UF PERA [1ON: TOPPING HOGS NO. 1200
LLASS:
' Dr, I6NED B Alan Walker
DATE: 3-25-86
DATE: �7~ �~ ~ /'l~ eL
.
PERMANEN [ STORAGE
12VU Hogs X 135 } bs. per hog X 1 Cu Ft
[EM�ORA�Y �lURAGE
162000 3.1's of animal wt . X 1 . 35 C.U. -ft . of waste per 39366 C� Ft .
day per 1000 lbs. animal wt. X 180 days
. . ^
RAlNFALL LESS EVAPORATION
7^ X 44289 sq. ft. of surface area per 12" 25835 Cu. Ft .
per ft.
` RAINFALL - 25 YR. 1 DAY STORM
� . 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 STORAGE AVAILABLE 257267 Cu. Ft.
9528 Cu. Yds.
AMOUNT OF FILL DIKE Z 6o,C' Cu. Ft.
PAD ����-
Cu. Ft
.
TOTAL //_3 1�-� 4r Cu. Ft.
SETTLEMENT 107. 439 4Cu. Ft.
u���
TOTAL AMOUNT OF FILL ~rm ~" 7 e- Cu. Ft.
0 Cu. Yds.
['|]T : FILL RATIO TOTA| EXCAVATION �����z Cu Ft
t ' - ' ^
-Pzj-i?W-Cu. Yds.
7 ' ��

�
^
` .
NAME: Darien Miller
PN APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0. 48 LBS PER 1000 LBS OF ANIMAL WT. X 365
DAYS
(N) -0' 48 X 162000 X 365
___________________________-__
1o00
(N) -28382 L8S
IT IS ESTIMATED THAT APPROXIMATELY 25% OF THE NITROGEN WILL
BE AVAILABLE FOR USE AS FERTILIZER
iHE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7096 LBS.
. IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND lHEN
35 ACRES WILL BE NEEDED TO 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
� N ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA
�
` LABORATORY IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS.
� YOU SHOULD CONTACT (AGRONOMIC SERVICES DIVISION )
(NCDA, BLUE RIDGE ROAD CENTER )
(RALEIGH, N. C. 27611 )
(PHONE: [phone] >
'
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK 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
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES
' nn NrlT LOWER THE FLUID LEVEL ANY LOWER THAN ��� cJ��_
BELOW THE OUTLET PIPE.
'
e-~e
_

NAME; Darien Miller
VOLUME = DEPTH [ AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MID-SECTION I
--------- -------------------27--------------------------------------
VOLUME = DEPTH [ L X W + L X M + 4 X L X N ]
--------- --------------------------------------------------------------------
6 27
VOLUME = 8.0 [ 325.0 X 125.0 + 285.0 X 05.0 + 4 X 305.0 X 105.0 I
--------- -------------------------------------------------------------------
6 27
VOLUME = 8.0 [ 192950 I
--------- ---------
6 27
VOLUME = 257267 CU. FT.
27
`ruLUmiE = 9528 CU. YDS
44289 sq. ft 254882 cu ft needed
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USDA SOIL CONSERVATION^^RVICG '
1
FINAL CONSTRICTION CHECK AND dER fIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME
LOCATION :. }:.. . . .
SIZE OF OPERATION '.IT*' O ' " ' °: " FARROW FARROW.-TO-.FEEDER
FARROW TO FINISH'
�Q FARROW TO:-WEAN .
CONTRACTING COMPANY fEEDER TO FINISH }
WEAN'TO•FEEDER .
.. ; .OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION SZ- ' FEET, _ -
AS DESIGNED - AS BUILT'.
INSIDE-TOP.DIMENSION �( ��'S J. o�l S �. 15
DIKE TOP WIDTH _
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDES
LOPE
OUTSIDE SIDESLOPE
PIPE INVERT
LAY LINER CORE TRENCH I.
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES ZINO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES L/ NO
f
COMMENTS
SIGNATUR61 G�,�. TITLE. r` ; r DATE../

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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 ( farrow tc feeder ) :. 522 lbs . = 0 lbs
1470 '_.ead ( fiiaishi onl,1) :. 135 lbs . = 198450 111:
u -owe ; "ar r, ;\: wean) _: 433 lbs . = 0 lb�
0 '.:ead ( .ae ,.a � . .f eder )
ie.5Cr 1 E- vLii�_
_ ta_ .11verage Live ttie1 :17L 7 _98450 _'._
'. . MiN72iU:! &EQ?!iREC -T-EATTIENT VOLL'tfE OF LAGOON
i ume , nn 7'1 1as . A11W Treatment Vc1u,m e ''-F► .': '. ALW
- i � (CF) /1b. ALW = rr. I I-, ALIR
- feet
u.ae - ?08,:_ , cubic
STGF•:rGE VCLU2•:E FOr: SLUDGE ACCUMUT 11 rIOI� S'uuge Ac _ mulation Not Computed At
Cwners Req,:est F!em.oT, e Sludge
Volume = 0 . 0 cubic feet As Needed
TOTAL DESIGNEDVT"JLL':iE
Inside top length ( feet ) -- --- --- -- -------- 215 . 0
Inside top w_atli ; �eet ) ------- ----- -
- -- - - -- 195 . 0
Top of dike elevation ( feet ) --------
- --- ------ 50 . Q
Bottom of lagoon elevation ( feet } ----- ---- 38 . 8
Freeboard ( feet ------- ---- - - -- -- ---- 1 . 0
Side slopes ( inside lagoon) - -- ---- - - 3 . 0 1
Total design volume using sir ismoi:dal formula
SS/Eiv'D1 JJ/:,iVL3 SS/SI^i'_ SS/STLr2 L'?:'VGTiT WIDTI'. DEPTH
J . 0 ' . 0 '' `' 3 0 L09 . ^ 189 . 0 11 0
J J _
Al--,E A 3 T�n
TLEi^ G,r.T
� TT -
09 . 0 0 7r�cn1 A1. ^F TnIr
AaEA OF B DTTCi-
L-NG lri -Jl:i -
14 3 . 0 12 3 . 01 , 7,5 n a 1 APEp OF ?r�TTf'\M%
AREA OF MIDSECTION
LENGTH WIDTH 4
170 . 0 156 . 0 '_09824 (AREA OF ?I?DSECTIONI 4 )
CJ. FT. _ 'LAREA. TOP + ( 4 `AREA MIDSECTION) + AREA BOTTOM' * DEPTH/6
39501 . 0 109824 . 0 17589 . 0 1 . 0
Total Designed Volume Available = 306009 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length Width =
215 . 0 19` . ^ 4192r . 0 square feet
Buildings ( roof and lot water )
0 . 0 square feet Describe this area .
TOTAL DA 41925 . 0 square feet
Design temporary storage period to be !—O- days .
:A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALGA? 1 . 37
Volume _ 198450 lbs . ALW/13�- lbs . ALW * 1 . 37 gal/day 180 days
Volume = 362502 gals . or 48462 . 8 cubic feet
JB . Volume of wash watC__
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 days storage/7 . 48 gallons
per rF
Volume = 0 . 0 cubic =eet
3C . Volume of rainfall ir, E::__s£ of zvaporaticn
Use j. __ _ _d of t ia.�_ w'aen rcinfal l e::ceeds evaporation by largest amount .
180 d`^1 e::ce_Z ain`all = 7 . 0 inches
Volume = 7 . 0 i"a * D'. / 12 inches per foot
Volur,,e . 24456 . -2 cubic feet

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 . SUMMARY
Temporary storage 180 days
Rainfall in e.:cess o` evaporation===========') 7 . 0 inches
25 year - 24 hour rainfall======-==========-/' 7 . 5 inches
1 . 0 feet
Side slopes=====____________________________> 3 . 0 : 1
Inside top length=====_-'---------------'---1 215 . 0 feet
Inside top c;idth=====_______________________? 195 . 0 feet
Top of dike elevation=======================> 50 . 8 feet
Bottom of lagoon elevation==================` 38 9 feet
Total required 107172 cu . ft .
Actual design volume===================7====�, 306009 cu . ft .
Seasonal high watertable elevation (S_1TX?T) ===> 46 . 3 feet
Stop pumping 46 . 9 feet
Must be or = -= the SHWT elev. ==========` 46. 3 feet
Must be or = t- min . req . treatment el . =� 44 . 9 feet
Required minimum treatment volume===========` 198450 cu . ft .
� 20105 C �
Volume at stop pumping elevation====-______--: __�_ . f t .
Start pumping e'_ev . ==================-------\ 49 . 0 feet
Must be at bottom cf freeboard x 25 yr . rainfall
Actual volume 'less 25 yr . - 24 hr . rainfa'_ 1= 279906 cu . f* .
Volume at start- pumping elevation===-__=====N 275166 cu . ft .
Requ_red volume 72019 c� . ft .
Actual volume pi -nnc-1 to be pumped=====___= 73961 cu . ft .
Mi-. . t .ickness of soil 'liner when required==) 1 . 8 feet
? . DESIGNED BY : Lanier & Eou_ton CHECKED BY: � 5+�, , P11-
DATE : 6 /6/q� DATE : 617-2�F y
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 10-0 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 from a given number of animals will be
fairly constant thr;j�.:ghcut the year and from ye=s— t^ year , but e::cess
rainfall will 1 _rc:T? year to year . The 25+ 1ear rainfall will not
be a factor to .cnfider in an annual pumping cycle , but this storage
volume must always '.-_e available .
A ma:_imum elevation is determined in each design to begin
pumping and this i-= usually the outlet invert of pipe (s ) from
building( s) . If the outlet pipe is not install : a at the elevation to
begins pumping , a permanent marker must ",_ installed at this elevation
to indicate when pum:dng should begin. n must be established
tc stop pumping tc naintain lagoon treatmcnt dent'_:.
Pumping can b started or stopped at an,- `ime b t ,:cen •`_hose two
e'_evat i one f c r convenience a5 c: -e cor_di t ions permit , such as
weather , soils , ::oip, and equipment in oraer to apply waste without
runoff or leaching .
Land application cf waste water is recognized as an acceptable
method of disposal . 1,ethods 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 stro�lgly re _cr:_:�ended that the trea~LTPL1t lagoon be pre-
charged to 1 /2 its .rapacity to prevent e::cessive odors during
ztart- up . Pre-charring reduce-s the concentration of the initial
waste entering the '_7-goon thereby reducing -odors . Solids should be
covered with effluent at all times . When precharging is complete ,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
2 . The attached waste utilization plan Shall be followed . Thi
plan recommends sampling and testing of waste ( see attac'_a—ent )
before '_and application .
3 . Begin temporary storage pump-out c` the 'lagoon crhen fluid lei,"el
reaches the e'_evat.cr: 49 . 0 as marked by permanent marker . Stop pump-
eut when the fl _' '_ _ . _ '_ reaches elevation 46 . ° This temporary
storage , less 2r- yL-- 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 iL, vegetation.
7 . Ali surface runoff is to be diverted from the 'lagoon to stable
outlets .
8 . Keep minimum of 25 feet of grays 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, skater Act of 1977 prohibits the discharge of
pollutants into waters of the Unite- States . -he Department of
Environment , Health, and Natural Resources , Division of Environ-
mental Management , has the responsibility for enforcing this lay.' .
S'

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
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas . After stripping, the foundation area of the
iagc'an embankment and building pad shall be thoroughly loosened prior
tc placing the first lift of fill material to get a good bond .
L :C.- TIOti AND EARTHFILL PLACEMENT:
------------------------------------
The cclupleted excavation_ and earthfill shall cor.forn to the lines ,
grazes , and elevations shown on the ;'_ anc— Earthfill material shall_
.:e `pee cf material such as _<r', rcotc , frozen =oil , stones ever
} c �b1 = mate ia1 To the e:'tc.^�
5 iIcl-:•as _.� diameter , �r_d other •:: _, -= - - r'- -
ti-ie1. arc: suitable , e::c•avated -azterial- car_ uc used as fill . The fIl '
=ha'_1 he !�rought up in, appr ._imately hcri�onta'_ 'lasers not to e::ceed 9
o
incliEZ _n :hic1l,n_sZ when co e and pri rO::il:cCtlOri. Each layer
it+ill !,e ccapacted by _omplete -overage with the hauling and spreadinCj.
eq.-,r, gent or standard tamp4l"_5 roller or other equivalent method .
;,0Ira--tio_, will be considered adequate when fill material is observed
tc. consolidate to the point that sett! '.ment is not readily detectible .
IZ,07E THE SPECIAL REQUIREMENTS FOR PLACEMENT CF LINERS IN THE LINER
SEriTON Cr THIS SPECIFICATION . The e ,:_ankment of the lagoon small be
installed using the more impervious materials from the required
e::cavatioils . Construction of fill heights shall include 5 percent for
settlement . Dikes over 15 fee` in height and with an impoundment
c_pacity 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
Trey, the constructed height to the down-tream toe of the dike .
.—utI _�riz sh .'.. l be t-al-,en rii.:r ng ^_ On` t ctl -_♦ t - r r_nve it
_-e� ion aI-d aed- n'=nt _t_0I71
TOTER THE I•JT*JIMTTM T;L'nTT?7E1,, TVTr1;""prr ry.TA'r.t RE 1 . 8 ft .
nlr -•., . T.T�TT'F� (TARTIAL rlT FTTT , , r�,E DT"�TTrp�r1 �:'HE""? '^TTE ATTACHED SOILS
a i
T),,,7r'•�`InTr^,,T /T pT n*+T/�nT Sn T"'n TC!TES or t1HE'\ UNSUITABLE MATERIAL IS
^*,/"(�,TITTTT1fTt1 1T,`7/'� r"^41rriTpT`Tr T ^* p mI�^T^AL CF'OSS SECTTCN OF THE LINER
T`T T
T T,-�, ., -r T., ml,� nESIGr: 'AYH"" LINERS ARE REQUTRED BY THE SOILS PEPCRT.
-- -- - - - -
_..T'z?Ii arm=-, 'cf insL `.able material are encountered, they �w_ll be cve�
below finish grade to the spe!- ; f ied depth as -measured
r,Er ,_na_cular to tree finish grade . The fourda*i �n shay_ be bac':f i l led
as specified to grade with : SCS approve' :material ( ie - CL , SC, CH) .
REFER TOTHE SOILS INVESTI GATT^�' INFOP.MA'1'IC"1 I"1 THE FLANS FOR SFECIAL
CONSIDERATIONS .

SHEET ? OF
Soil liner material shall come from an approved borrow area . The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate . Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner . The moisture content of the liner
material shall not be less than optimum water content during placement .
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction . Proper
compaction of the liner includes pla-ement in 9 inch lifts and
cc1p� .ted to at least ?? per lent of the +a.:imum ASTM D698 Dry Unit
Weight of the line_- 7tateri -.1 . lhe_- _mooth or hard, the previous lift
s'_-_, '_e scar: f ied: :nd -,,ci. :ened needed before placement of the ne::t
'Iae single most important factor affecting the overall compacted perme-
a'.:i '_ ity of a clay liner , ether than, the type of clay used for the
is the efficient :c•nstructicn processing of the compacte�!
The' sequence of equipment ,.tse and tile 'iout_ng of equipment in an eSta:l-
lished pattern helps assure ty i_i the whole placement a:nd
=cm actior: procz=-= . 7; ::C =t cl _ cell - tamping or sheepsfcot
is the pr=_`--r rnble 1'it of - I,_ , _ ., equipment .
Tl_-e 6.,�11 liner s1 al '' elected fr thi. da 5clarge of Waste cutlet
1_. S J_'�� 1'L J. J L:1 _L 2 _1
i This can ' - done sin, ,,e of energy d_ssipa*c. ; roc':_ ;
-- --.L_ng fIe:•,ible out : on waste p:pas ,
F1 `­ atives to soil liners are synthetic liners and bentonite Sealant .
Ai'__ s tl�iese are specified, additional ccn=tructicn specifications are
it:c_uded with this Construction `'p-ci `: _ tion .
CUTOFF TRENCH:
--------------
A cutoff trench shall be c-on=tructed ender the embankment area when
_hown on a typical cross section in the plans . The final depth of the
cunf= :fench shall b determined b observation of the foundation
r.-at''_ ial .
nil posed and other bare constructed areas shall be seeded
*1-< a� ossible after construc--
to 1_-- i.��anned type, o.. vegetation as soc�� _ p
liar according to the seeding specifications . Topsoil should be placed
Or are-a_- of the dike and pad to be seeded. Tenporary seeding or mulch
shall '_ be used i ` the recommended permanent vegetation is out of season
dates for seeding . ^ermanent vegetation s'jould be established as soon
as possible during the rse_:t period of approved seeding dates .
REMOVAL ,,F Ei:ISTING T11 E DRAINS
-------- -----------------------
When the drains are enco;:ntered , the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike . The tile
trench small be backfilled and compacted with good material such as
SC, CL, or CH.

Creekside and Rhode Hog Farm AWS310452
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
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Creekside and Rhode Hog Farm AWS310452
OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
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Creekside and Rhode Hog Farm AWS310452
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 or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of 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
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Creekside and Rhode Hog Farm AWS310452
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 overflow 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 occur 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.
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Creekside and Rhode Hog Farm AWS310452
• 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 level. (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.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
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Creekside and Rhode Hog Farm AWS310452
• 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
phosphors, 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.
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Creekside and Rhode Hog Farm AWS310452
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
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Creekside and Rhode Hog Farm AWS310452
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave 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 flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
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Creekside and Rhode Hog Farm AWS310452
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agrimeet services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
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.
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Creekside and Rhode Hog Farm AWS310452
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,,/)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11, 1996
10

Creekside and Rhode Hog Farm AWS310452
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer;15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4 pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
v
andowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
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Creekside and Rhode Hog Farm AWS310452
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_Farmstead Swine production ()Vegetative or wooded buffers:
(V)Recommended best management
practices;
( )Good judgment and common sense
Animal body Dirty manure ( Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (/)Slotted floors;
floors (,/)Waterers located over slotted floors;
( )Feeders at high end of solid floors;
((/Scrape manure buildup from floors;
Underfloor ventilation for drying
Manure collection Urine (/)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial (Underfloor ventilation
decomposition
Ventilation Volatile gases (,/)Fan maintenance;
exhaust fans Dust (,/)Efficient air movement
Indoor surfaces Dust (,()Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (,()Proper lagoon liquid capacity
Biological mixing (,/)Correct lagoon startup procedures
Agitation (,/)Minimum surface area-to-volume
ratio(V)Minimum agitation when
pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (,()Irrigate on dry days with little or no wind
nozzles Wind draft (,/)Minimum recommended operation pressure
(,/)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Creekside and Rhode Hog Farm AWS310452
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition (,)Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road
around facilities maintenance Microbial decomposition of away from
tagktias matter
_Manure tracked Poorly maintained access (V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP 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:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-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 Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (✓) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
v
andowner Signature)
13

Creekside and Rhode Hog Farms
Swine Farm Waste Management -Odor Control Checklist Permit No.: AWS310452
Date: 3/4/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
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Creekside and Rhode Hog Farms
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310452
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors • Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Fcreekside and Rhode Hog Farms
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310452
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/ BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Creekside and Rhode�HogFarms
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310452
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON /WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D .1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days, or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Creekside and Rhode Hog Farms
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310452
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool, overcast days
❑ When possible, apply waste mid-morning to • Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers • Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Wind break/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor: A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
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 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 opinionof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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.
010'5ignature eFarm Owner/Manager Date
Olt
Signature of T nical Specialist Date