310090_Application_20240215

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: AWS310090
2. Facility Name: B&C Farm
3. Permittee's Name(same as on the Waste Management Plan): Barney Mangum Rhodes
4. Permittee's Mailing Address: 409 John Stanley Bostic Co
City: Rose Hill State: NC Zip: 28458-8885
Telephone Number: 910-328-3295 Ext. E-mail: bameymrhodes()vahoo.com
5. Facility's Physical Address: 555 John Stanley Bostic Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Du lin
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"): Murphy-Brown LLC
lo. Operator Name(OIC): Barney Mangum Rhodes Phone No.: 910-328-5199 OIC#: 989935
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 7,344
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):(FillNerify 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 11/16/1992 Full,clay 992,240.00 132,422.00 19.00
LAGOON#2 Lagoon 9/13/1994 Full,clay 513,161.00 64,904.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(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
S. 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
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 thecorporation):
Name(Print): Title: 61.L�v`{JJ
Signature: Date: Z'/5- Z4
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

Nutrient Management Plan For Animal Waste Utilization
10-06-2020
This plan has been prepared for: This plan has been developed by:
B&C Farm (31-90) Ronnie G. Kennedy Jr.
Barney Rhodes Agriment Services, Inc.
PO Box 4067 PO Box 1096
Surf City, NC 28445 Beulaville, NC 28518
910-328-3265 252-568-2648
ve oper 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.
Sign (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.
ov
Plan Approved By:
Technical Specra tst Signature Date
________ __________ -----------------
596812 Database Version 4.1 Date Printed: 10-06-2020 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 6,807,888 gals/year by a 7,344
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 12271
Incorporated 14726
Injected 14726
Irrigated 12271
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs)* Applied 0bs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 12,271 19779 -7,508 9,949,452 -3,141,564
-------------- --------------------------------------------------------------
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.
596812 Database Version 4.1 Date Printed: 10-06-2020 Source Page 1 of 1

Narrative
10/6/2020-This plan revision is to use pan rates established from historical waste plans done 7/21/1997
by Johnny Lanier on Hog Heaven Farm and 10-3-2001 by Ronnie G. Kennedy on B&C Farm. No crop
changes have been made.
I I/19/2019-This plan revision joins the B&C Farm and the Hog Heaven farm into one permitted
facility. This facility does not share an irrigation system but does have adjoining property lines. No crop
changes have been made.
ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 31-90
FARM NAME: BARNEY RHODES FARM
OWNER NAME: BARNEY RHODES
DESIGN CAPACITY: 4896 FEEDER TO FINISH
THIS PLAN IS A REVISION OF THE WASTE PLAN COMPLETED BY JOHNNY L. LANIER ON
7/9/97 ON FILE WITH THE DUPLIN DISTRICT OFFICE. THIS PLAN DEPICTS THE WETTABLE
ACRES ON THE FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES
AGRONOMIC RATES OF THIS PLAN FOLLOW THE 7/9/97 PLAN COMPLETED BY DUPLIN
SWCD. FIELD(S)AHW, BHW, CHW, AND DHW ARE TO BE IRRIGATED WITH
HONEYWAGON TO BE LEASED (SPECS INCLUDED). NOTE: APPLICATION AGENDA FOR
SG OVERSEED SHOULD FOLLOW NCSU MEMO ENCLOSED WHEN 100-POUND OVERSEED
OPTION IS USED.
FIELD A PULL 3 IS TO BE CLEARED AND SPRIGGED THE NEXT GROWING SEASON FOR
COASTAL BERMUDA GRASS. THIS PLAN SHOULD BE FULLY IMPLEMENTED AT THAT
TIME.
NOTE: FIELD(S)A AND D WILL BE APPLIED USING TEMPORARY PORTABLE IRRIGATIOI`
PIPE FROM THE CLOSEST PERMANENT HYDRANT. IT IS THE RESPONSIBILITY OF THE
PRODUCER TO MAKE SURE HE EITHER OWNS OR HAS ACCESS TO ENOUGH LENGTH OF
PIPE TO WET THE AREAS SPECIFIED IN ORDER TO PROPERLY IMPLEMENT THIS WASTE
UTILIZATION PLAN.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED.
MR. RHODES PLANS TO APPLY HIS WASTE IN ACCORDANCE WITH THE FARM'S SPECIFIC
WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OR AGRONOMIC
LIMITATIONS OF THE SITE.
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596812 Database Version 4.1 Date Printed: 10-06-2020 Narrative Page I of I

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
3421 A 7.30 5.08 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
3421 AHW 1.20 1.20 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
3421 B 10.70 7.71 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3421 BHW 2.05 2.05 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3421 C 16.90 14.07 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3421 CHW 0.43 0.43 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3421 D 11.80 8.49 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
3421 DHW 0.70 0.70 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
3421-A 1 3.73 3.73 N/A Leon Small Grain Overseed L0 Tons
Hybrid Bermudagrass Pasture 3.0 Tons
3421-A 2 2.47 2.47 N/A ILeon Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 3.0 Tons
3421-A 3 6.53 6.53 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
3421-A 4 4.08 4.08 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
3421-A 5 9.73 9.73 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
PLAN TOTALS: 77.62 66.27
596812 Database Version 4.1 Date Printed 10/6/2020
PCS Page 1 of 2
NOTE: Symbol *means user entered data.

LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_ 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
596812 Database Version 4.1 Date Printed 10/6/2020
PCS Page 2 of 2
NOTE: Symbol *means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Cantu Res. Manure Liquid Solid Liquid SolidManur
PA Fert. (Ibs/A) PA Manurd Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
So Crop RYE Period N N N Method d gal/A Tons 1000 gals tons
Tract Field I Soil Series Acres Acres
3421 A S7 Autryville 7.30 5.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 140.91 0.00
3421 A S7 Autryville 7.30 5.08 Hybrid Bermudagrass Hay 5.5 Tons *3/15-8/31 *275 1 0 0 Irrig. 275 152.56 0.00 775.03 0.00
3421 AHW S7 Autryville 1.20 1.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 33.29 0.00
3421 AHW S7 Autryville 1.20 1.20 Hybrid Bermudagrass Hay 5.5 Tons *3/15-8/31 *275 0 0 Irrig. 275 152.56 0.00 183.08 0.00
3421 B S7 Autryville 10.70 7.71 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 9.98 0.00 76.95 0.00
3421 B S7 Autryville 10.70 7.71 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 82.24 0.00 634.04 0.00
3421 BHW S7 Autryville 2.05 2.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 40.92 0.00
3421 BHW S7 Autryville 2.05 2.05 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 82.24 0.00 168.58 0.00
3421 C S7 Autryville 16.90 14.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 280.84 0.00
3421 C S7 Autryville 16.90 14.07 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 82.24 0.00 1,157.05 0.00
3421 CHW S7 Autryville 0.43 0.43 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 8.58 0.00
3421 CHW S7 Autryville 0.43 0.43 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 206 82.24 0.00 35.36 0.00
3421 D S7 utryville 11.80 8.49 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 235.50 0.00
3421 D S7 Autryville 11.80 8.49 Hybrid Bermudagrass Hay 5.5 Tons *3/15-8/31 *275 0 0 Irrig. 275 152.56 0.00 1,295.27 0.00
3421 DHW S7 Autryville 0.70 0.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 55.48 0.00 38.84 0.00
3421 DHW S7 Autryville 0.70 0.70 Hybrid Bermudagrass Hay 5.5 Tons *3/15-8/31 *275 0 0 Irrig. 275 152.56 0.00 106.80 0.00
596812 Database Version 4.1 Date Printed: 10/6/2020 WUT Page 1 of 2

Waste Utiliza Table ar 1
�. /
Nitrogen Comm Res. Manure Liquid Solid Liquid SolidManur
PA Fert. (Ibs/A PA Manure Manure Manure Applied
Nutrient Nutrient Nutrien pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field a Soil Series Acres Acres
3421-A 1 S7 Leon 3.73 3.73 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 103.47 0.00
3421-A 1 S7 Leon 3.73 3.73 Hybrid Bermudagrass Pasture 3.0 Tons 3/1-9/30 *150 0 0 Irrig. 1 150 83.22 0.00 310.40 0.00
3421-A 2 S7 Leon 2.47 2.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 68.52 0.00
3421-A 2 S7 Leon 2.47 2.47 Hybrid Bermudagrass Pasture 3.0 Tons 3/1-9/30 *150 0 0 Irrig. 150 83.22 0.00 205.55 0.00
3421-A 3 S7 Goldsboro 6.53 6.53 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 181.14 0.00
3421-A 3 S7 Goldsboro 6.53 6.53 Hybrid Bermudagrass Hay 6.5 Tons 1*3/15-8/31 *325 0 0 Irrig. 325 180.30 0.00 1,177.38 0.00
3421-A 4 S7 Goldsboro 4.08 4.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 113.18 0.00
3421-A 4 S7 Goldsboro 4.08 4.08 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 *245 0 0 Irrig. 245 135.92 0.00 554.56 0.00
3421-A 5 S7 Goldsboro 9.73 9.73 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 269.90 0.00
3421-A 5 S7 Goldsboro 9.73 9.73 Hybrid Bermudagrass Hay 6.5 Tons *3/15-8/31 *325 0 0 Irrig. 325 180.30 0.00 1,754.35 0.00
Total Applied, 1000 gallons 9,949.45
Total Produced, 1000 gallons 6,807.89'
Balance,1000 gallons -3,141.56
Total Applied,tons 0.00
Total Produced,tons: 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
596812 Database Version 4.1 Date Printed: 10/6/2020 WUT Page 2 of 2

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)
3421 A Autryville 0.60 1.0
3421 AHW Autryville 0.60 1.0
3421 B Autryville 0.60 1.0
3421 BHW Autryville 0.60 1.0
3421 C Autryville 0.60 1.0
3421 CHW Autryville 0.60 1.0
3421 D Autryville 0.60 1.0
3421 DHW Autryville 0.60 1.0
3421-A 1 Leon 0.65 1.0
3421-A 2 Leon 0.65 1.0
3421-A 3 Goldsboro 0.50 1.0
3421-A 4 Goldsboro 0.50 1.0
3421-A 5 Goldsboro 0.50 1.0
596812 Database Version 4.1 Date Printed 10/6/2020 IAF Page 1 of I
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken 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 82.50 164.99 247.49
Hay 6 ton R.Y.E. 300 29.38 41.25 82.50 123.75
Soybean 40 bu 160 15.67 77.34 154.68---------------------------------------------------------------------------------------------
232.02
596812 Database Version 4.1 Date Printed: 10-06-2020 Sludge Page 1 of I

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.
Source Name Swine Feeder-Finish Lagoon Liquid —Design Storage Capacity(Days)
Start Date 9/15 180
Plan Year Month Available Storage Capacity(Days)
1 1 87
1 2 81
1 3 95
1 4 110
1 5 152
1 6 180
1 7 180
1 8 180
1 9 166
1 10 155
1 11 145
1 12 114
*Available Storage Capacity is calculated as of the end of each month.
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596812 Database Version 4.1 Date Printed: 10-06-2020 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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596812 Database Version 4.1 Date Printed: 10/6/2020 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered..
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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596812 Database Version 4.1 Date Printed: 10/6/2020 Specification Page 2

y S
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.
----------------------------------------------------------------------------------
596812 Database Version 4.1 Date Printed: 10/6/2020 Specification Page 3

i a
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.
-----------------------------------------------------------
596812 Database Version 4.1 Date Printed: 10/6/2020 specification Page 4

o '
Crop Notes
The following crop note applies to field(s): 3, 5
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): A, AHW, D, DHW
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
(k ______ ______________________________________ __________
596812 Database Version 4.1 Date Printed: 10-06-2020 Crop Note Page I of 4

P Q
The following crop note applies to field(s): 1, 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.
The following crop note applies to field(s): 3, 4, 5
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): A, AHW, B, BHW, C, CHW, D, DHW
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
----------- ------ -----------------------------------------
596812 Database Version 4.1 Date Printed: 10-06-2020 Crop Note Page 2 of 4

The following crop note applies to field(s): 1, 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): 4
Bermudagrass CP,Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------------------------------------------ ---
596812 Database Version 4.1 Date Printed: 10-06-2020 CropNote Page 3 of 4

r
The following crop note applies to field(s): B, BHW, C, CHW
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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.
---------------- -------
596812 Database Version 4.1 Date Printed: 10-06-2020 Crop Note Page 4 of 4

Barneq nodes Farm •�
Hard Hose Traveling Gun System
Wettable Acre Computations
011 NU t,-
Typical Time For
Hose Lane No. of Acres Flow Rate One Pull Applying Nelson Gun
Model Length Hose[.D. ;Spacing Covered (G.P.M.) 1"of Water(hours) 8`
Number (feet) (inches) (feet) in One Pull Turbine. Gas Turbine. ' Gas Pressure
8 9'lfl 5 0 360 916 4 5 4�1 SR2
? 1;#1d 4 320 . . I047. C�1 , = 6 5 .7 7:0 ' SR200/80PSSIr
34f l0. :. ISM : 300 11 14 1.1:9� 108 SR240%80gSI'
245OU1450L 1050 4.5 330 8.94 670 770 6.0 5.3 SH200/80PSI
240OU1400L 1250 4.1 320 10.11 470 540 9.7 1 8.5 SR200/80PSI
13 9 3 6 .. M. 7'78`= :382 418—`: 9 2 8.4 51�15 i
1325 1i50' 32 :240 7..41 266 . 2 12.6 11.6 S1;15{flSh
1033 850 3.3 60 1 7.1 6.4 SR150B0PSI
0 965 3.0 240 5.84 260 , 280 10.2 9.4 SR15
150 RING NOZZLE 156R COMPK94BOS:
i SOR= Body+cap+Set of 7 Wings 07-989
Spe*size when ordering
E13 (fEv ; Flow Path
1L`J [D
0.86' 0.97' 1.08' 1.18- 1.26' 1.34" 1.41' 1.47'
6287.086 6287.097 6287-108 6287-118 6287-126 6287.134 6287-141
PSI GPM DIA.FE GPM DiA.FT. GPM 01k FT. GPM DIA.Ft GPM DIA.FT. GPM DU.FT. GPM Dw-FL GPM DtA.Fr.
50 100 245 130 265 165 285 205 300 255 320 300 335 350 3SO 385 353
60 110 260 143 280 82 225 315 275 335 330 350 385 365 423 368
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395 490 399
90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 522 409
100 143 300 185 320 235 340 290 360 355 380 425 400 500 415 550 419
110 150 310 195 330 247 350 305 370 370 390 445 410 525 425 577 429
120 157 315 204 335 258 360 320 380 385 400 465 420 545 435 603 439
Existing Hard Hose Traveler Gun Irrigat gn S_ystem
• #of Exterior Lanes....................................................................................................9
• #of Interior Lanes.....................................................................................................2
• #of Single Lanes.......................................................................................................I
• #of Total Lanes.........................................................................................................12
• Lane Spacing.............................................................................................................170'-230'
• Wetted 0...................................................................................................................260'&300'
• Lane Spacing as a% .................................................................................................65% -88%
1

Barney Rhodes Farm dqO
Field A-7.3 ac.
Lane 1
➢ Start End Area[Table E90+-B]•...............................................................................0.66 ac.
➢ Middle Area [169'(0.9 x 300')/43,560]......................................................................1.05 ac.
➢ Stop End Area [Table E90+-G] ...............................................................................0.55 ac.
➢ Total Area [(0.66 ac. + 1.06 ac. +0.55 ac.)/2]...........................................................1.13 ac.
Lane
➢ Start End Area[Table EE65-B]................................................................................0.54 ac.
➢ Middle Area [170'(260'/2 + 170'/2)/43,560] ............................................................0.84 ac.
➢ Stop End Area [Table EE65-G] ...............................................................................0.44 ac.
➢ Total Area [(0.54 ac. +0.84 ac. +0.44 ac.)]..............................................................1.82 ac.
Lane 3
➢ Start End Area [Table EEBS-B]................................................................................0.64 ac.
➢ Middle Area [234 (260'/2 + 170'/2)/43,560] ............................................................1.15 ac.
➢ Stop End Area [Table EE65-G] ..............................................................................0.44 ac.
➢ Total Area [(0.54 ac. + 1.15 ac. +0.44 ac.)]..............................................................2.13 ac.
➢ Total Field Acres [(1.13 ac. + 1.82 ac.+2.13 ac.)] ...................................................5.08 ac.
Field B - 10.7 ac.
Lane H3
➢ Start End Area [Table EE70-B]................................................................................0.55 ac.
➢ Middle Area [47'(260'/2 + 182'/2)/43,560] .............................................................0.24 ac.
➢ Stop End Area [Table EE70-G] ..............................................................................0.45 ac.
➢ Total Area [(0.55 ac. +0.24 ac. +0.45 ac.)]..............................................................1.24 ac.
Lane H4
➢ Start End Area [Table EE70-B]................................................................................0.55 ac.
➢ Middle Area [559'(260'/2 + 182'/2)/43,560] ............................................................2.84 ac.
➢ Stop End Area [Table EE70-G] ...............................................................................0.46 ac.
➢ Total Area [(0.55 ac. +2.84 ac. +0.45 ac.)]..............................................................3.84 ac.
Lane H5
➢ Start End Area ['fable EE70-B]................................................................................0.55 ac.
➢ Middle Area [322'(260'/2 + 182'/2)/43,560] ............................................................1.63 ac.
➢ Stop End Area [Table EE70-G] ...............................................................................0.45 ac.
➢ Total Area [(0.55 ac. + 1.63 ac. +0.45 ac.)]..............................................................2.63 ac.
➢ Total Field Acres [(1.24 ac. +3.84 ac. +2.63 ac.)] ...................................................7.71 ac.
2

Barney Rhodes Farm mm
Field C- 16.9 aq,
Lane Hl
➢ Start End Area ['fable EE80-B]................................................................................0.58 ac.
➢ Middle Area [870'(260'/2 +207'/2)/43,560] ............................................................4.66 ac.
➢ Stop End Area [Table EE80-G] ...............................................................................0.48 ac.
➢ Total Area [(0.58 ac. +4.66 ac. +0.48 ac.)]..............................................................S.72 ac.
Lane H2
➢ Start End Area [Table E180-8].................................................................................0.55 ac.
➢ Middle Area [840'(207')/43,560] ..............................................................................3.99 ac.
➢ Stop End Area [Table E180-G].................................................................................0.44 ac.
➢ Total Area [(0.55 ac. +3.99 ac. +0.44 ac.)]..............................................................4.98 ac.
Lane H&A
Full FA8
➢ Start End Area ['fable EE80-B/2]............................................................................0.29 ac.
➢ Middle Area [172'(260'/2 +207'/2)/43,560] ...........................................................0.92 ac.
➢ Stop End Area [Table EE80-G] ...............................................................................0.48 ac.
➢ Total Area [(0.29 ac. +0.92 ac. +0.48 ac.)]..............................................................1.69 ac.
Half Part
➢ Start End Area [Table EE80-B] ..............................................................................0.58 ac.
➢ Middle Area [518'(2W'/2 +207'/2)/43,360] ............................................................2.78 ac.
➢ Stop End Area [n/a] .................................................................................................0.00 ac.
➢ Total Area [(0.58 ac. +2.78 ac. +0.00 ac.)/2]...........................................................1.68 ac.
➢ Total Lane Acres [(1.69 ac.+ 1.68 ac.)] ...................................................................3.37 ac.
➢ Total Field Acres [(5.72 ac. +4.98 ac. +3.37 ac.)] ..................................................14.07 ac.
Field D-8.5 m
Lane 1
➢ Start End Area [Table EE85-B]................................................................................0.59 ac.
➢ Middle Area [255'(260'/2 +230'/2)/43,560] ...........................................................1.43 ac.
➢ Stop End Area [Table EE85-G] ..............................................................................0.49 ac.
➢ Total Area [(0.59 ac.+ 1.43 ac.+0.49 ac.)]..............................................................2.51 ac.
Lane
➢ Start End Area [Table E185-B].................................................................................0.57 ac.
➢ Middle Area [391'(230')/43,560] .............................................................................2.06 ac.
➢ Stop End Area [Table M85-G].................................................................................0.47 ac.
➢ Total Area [(0.57 ac.+2.06 ac.+0.47 ac.)]..............................................................3.10 ac.
3

Barney Rhodes Farm
e3
➢ Start End Area ['Table NE75-B]................................................................................0.37 ac.
➢ Middle Area [391'(260'/2 +230'/2)/43,560] ...........................................................2.20 ac.
➢ Stop End Area [Table NE75-G]...............................................................................0.31 ac.
➢ Total Area [(0.37 ac. +2.20 ac. +0.31 ac.)]..............................................................2.88 ac.
➢ Total Field Acres [(2.51 ac. +3.10 ac. +2.88 ac.)] ..................................................8.49 ac.
Total Wettable X=es of DgMey Rhodes Fasat
• Field A.................................................................................................................... 5.08 ac.
• Field B .................................................................................................................... 7.71 ac.
• Field C......................................................................................... 14.07 ac.
... .......................
• Field D.................................................................................................................... 8.49 ac.
• Total........................................................................................................................35.35 ac.
Prepared by Agrirnent Services Inc.
P.O.Box 1096 - Beaiaville.NC—28918
Phone[phone]-Pas(252)568-2750
Signatur of own r r facility representative S'gnatur technical specialist
/ a,N WI4,S z
l:PK
Printed name of the same above Printed mane of the same above
Date Date
4

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CAWMP STATION Ry p EUU 1,n SYST H WITH PERMANENT PIPE
FIELD DATA SHEET
I. Sprinkler make and mqdel number 9 D.L&' _
2. Sprinkler nozzle size inch
3. Sprinkler spacing 76' feet by 7o ' feet
4. Operating pressure at the sprinkler s( psi, or
5. Sprinkler wetted diameter J49 ' - " -fee�t.—
measured, determined from chart
6. Number of sprinklers operating at one time $
7. Total number of sprinklers or sprinkler locations in the system 173
Exterior Sprinklers: part circle /0� full circle
Interior Sprinklers: _part circle _�full circle
** 8. Lateral line size 0inch. If more than one size, indicate size and approximate
length of each. Can be done on the map.
** 9. Lateral line length up,`feet. Longest lateral
**10. Supply line size '43" inch. If more than one size, indicate size and
approximate length of each. Can be,done on map.
**11. Supply line length_feet. Maximum pumpm' distance. Qbo'4"� 3000 3'
**12. Pump make and model num eb r,`&r1C1e-j �p
**13. Pump capacity("L-.*,,e-, gpm
**14. Engine make and model number or
**15. Electric motor horsepower and rpm ' ICJ p hp rpm
It is strongly recommended that sprinkler wetted diameter be field
measured. It should be done on the longest lateral about half-way down the
lateral.
* Locate each sprinkler or sprinkler location on the map. Indicate whether full-circle or part-circle
Show the location of the supply line. Irrigated acres will be determined by lateral line, by zone
or by field.
** Optional data,furnish where possible
*** Information furnished by
an d/or (41
Signature of Owner or Facility Representative "Si4ekcf&T�echnicalSpecialist
-A eery 7 d1 AX4 rd
Printed Name of Owner or Facility Representative Printed Name of Technical Specialist
Date Date
*** Only the person or persons collecting the data should sign the data sheet.

0
CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) 31- 36( Field Number(Identification)
2. Irrigation System Designation V Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers #Exterior sprinklers
Number of Travel Lanes #Interior Lanes #Exterior Lanes
r
5. Wetted Diameter Iq-C, [feet] From field data sheet Length of pull [feet]
6. Spacing Lateral/Hydrant Spacing [feet] [as percentage of wetted diameter]
9Dx212, Sprinkler spacing along lateral [feet] 5—DID [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout L�-' Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
0.1PL I Acres per Interior sprinkler from Table I _ Column
•._Acres per Exterior sprinkler from Table I Column C_
Traveler: Interior Hydrant (travel l#ne)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a+ b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
ill (a) Acres per Interior Sprinkler or Pull X __# Sprinklers or Pulls = 1.69, Acres
I* 91e (b) Acres per Exterior Sprinkler or Pull X is' # Sprinklers or Pulls =.2 G y _Acres
.')3 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Complete . WA Date

' ' r
CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) Field Number(Identification)
2. Irrigation System Designation 4tf"_�—Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System �ationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers #Exteriorsprinklers
Number of Travel Lanes
#Interior Lanes #Exterior Lanes
5. Wetted Diameter 14S_ [feet] From field data sheet
Length of pull [feet]
6. Spacing Lateral/Hydrant Spacing [feet]
[as percentage of wetted diameter]
2QLJ:�_Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
l�l Acres per Interior sprinkler from Table ( Columnj
Acres per Exterior sprinkler from Table I Column C:
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length_. [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
-at (a)Acres per Interior Sprinkler or Pull X 3 # Sprinklers or Pulls = . Ro Acres
i'1 V (b) Acres per Exterior Sprinkler or Pull X 12_ _# Sprinklers or Pulls = a I I Acres
o"
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed b . I tJr+— Date42K

CAWNIP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) - Up Field Number(Identification)
2. Irrigation System Designation Lam—" Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System stationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers #Exterior sprinklers
Number of Travel Lanes #Interior Lanes #Exterior Lanes
5. Wetted Diameter
5 [feet] From field data sheet Length of pull [feet]
6. Spacing Lateral/Hydrant Spacing[feet] [as percentage of wetted diameter]
Q00 6 Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table 1_ Column
Traveler. Interior Hydrant(travel lane)
.9I (a) Acres start end of pull from Table Column
ICU(b)Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a+ b + c)
Traveler. Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
%, (a)Acres per Interior Sprinkler or Pull X _a2 # Sprinklers or Pulls = 6-4 Acres
I lip (b) Acres per Exterior Sprinkler or Pull X 02 _# Sprinklers or Pulls = 3.S Acres
{ _ ( S3 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Complete 4v Date

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
I. Farm Number (Identification) ISCo(P Field Number (Identification)
2. Irrigation System Designation C/ Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers / #Exterior sprinklers
Number of Travel Lanes #Interior Lanes #Exterior Lanes
rl
5. Wetted Diameter q _ [feet] From field data sheet Length of pull [feet]
6. Spacing Lateral/Hydrant Spacing [feet] [as percentage of wetted diameter]
? J Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single LateraVHydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
e 121 . Acres per Interior sprinkler from Table Columne
w90 Acres per Exterior sprinkler from Table�_ Column
Traveler: Interior Hydrant(travel lane)
(a) Acres start end of pull from Table Column
(b)Acres middle portion of pull -
(Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a+ b + c)
Traveler. Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
e,Q1 (a)Acres per Interior Sprinkler or Pull X q # Sprinklers or Pulls = 1,CY1 Acres
1� 1)b (b) Acres per Exterior Sprinkler or Pull X jr) _# Sprinklers or Pulls — 4`Q Acres
t — Lr .06- Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed b F. i �---71-LJA- Dater

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) 3
� ) 3 �� � Field Number(Identification)
1
2. Irrigation System Designation Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System 4,1�Stationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers 3(e #Exterior sprinklers
Number of Travel Lanes #Interior Lanes #Exterior Lanes
5. Wetted Diameter [feet] From field data sheet Length of pull [feet]
6. Spacing Lateral/Hydrant Spacing [feet] [as percentage of wetted diameter]]��C'10 Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout °"- Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
g 6 Acres per Interior sprinkler from Table I Colum2
i 1-Acres per Exterior sprinkler from Table I Column L
Traveler. Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a+ b + c)
Traveler. Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
0131 (a) Acres per Interior Sprinkler or Pull X .9T # Sprinklers or Pulls = 3.39 Acres
.�Lto (b) Acres per Exterior Sprinkler or Pull X _# Sprinklers or Pulls = - Acres
{ — q93 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by:4�- i,�!,71-Q P, Date3�

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f7erator &ARNEY RHODES County : DUPLIN Data ; 11- 16-92
Distance to nearest residence (other than owner ) : 3000 . 0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish ) x 1417 tbs . = 0 lbs
0 sows (farrow to feeder ) x 522 lbs . = 0 lbs
=
4896 head ( finishing only) x 135 lbs . 660960 lbs
0 sow, (farrow to wean) x 433 lbs . = 0 lbs
0 lbs
0 head� (wean tD feeder )
TOTAL STUDY STATE LIVE WEIGHT (SSLW ) = 660960 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs . SSLW x Treatment Volume(CF) / lb . SSLW
Treatment Volume (CF ) / lb . SSLW::':: 1 CF/lb . SSLW
Volume = 660960 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
. TOTAL DESIGN VOLUME
fInside top length 663'2 feet ; Inside top width 200 '2 feet
Top of dike at elevation 54 . 0 feet
Freeboard 1 . 0 feet ; Side slopes 3. 0 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 53 .0 feet
Bottom of lagoon elevation 43.5 feet
Seasonal high water table elevation 45.8 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SA/SIDE2 LENGTH WIDTH DEPTH
3'0 3.0 3.0 3.0 657 .2 194.2 9. 5
AREA OF TOP
LENGTH * WIDTH =
657. 2 194 .2 127628.2 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
600 .2 137 .2 82347 . 4 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
628.7 165.7 416702 ' 4 (AREA OF MIDSECTION * 4)
CU. FT = [AREA TOP + (4*�REA MIDSECTION) + AREA BOTTOM] * DEPTH/6
� ^ ^ .
27628. 416702 4 82347 . 4 1 '6
12
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 992240 CU. FT.

-
� . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA :
Lagoon ( top of dike)
Length * Width =
663.2 200,2 132772.6 square feet
Buildings ( roof and lot water )
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 132772.6 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 660960 Lbs. SSLW * CF of Waste/Lb . /Day * 180 days
Volume = 161410 cubic feet
1�71. 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 gallon,:--
per CF
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 excess rainfall = 7 . 0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 77450.7 cubic feet
v

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 82982.9 cubic feet
TOTAL RFQUIRED TEMPORARY STORAGE
5A. 161410 cubic feet
5B. 0 cubic feet
50 77451 cubic feet
5D. 82983 cubic feet
TOTAL 321844 cubic feet
6. SUMMARY
Total required volume 982804 cubic feet
�0z �"
Total design volume avail . 992240 cubic feet 9Y2a/7 Cm//W/oke.,
Min. -eq . treatMent volume plus sludge accumulation 640963 cuhic f-a^
At elev. 50,3 feet ; Volume is 666028 cubic feet kend no,ppzn; :
Total design volume less 25y`'-24hr storm is 900257 cuhic On-1-
At elev. 52.3 feet ; Volume is 904148 c''bic feet (stet nATn ; n7 -
Seasonal high water table elevation 45.8 feet
7. DESIGNED BY: ��� �� APPROVED BY:
�� �ry - �� .
DATE: / //d/���L DATE :.:
/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 52 . 3 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 56,3 &q.2- or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4. 0 ACRES
USE THE SEED MIXTURE INDICATED:
0. 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0. 0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32 .0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120. 0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
160. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
8. 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. Toa'protect,against�,•seepage,
when areas of unsuitable material are encountered`' they will need to
be excavated a minimum- of" one (1) foot, below grade and` backf i 1 led`,and
compacted with a suitable material, (ie-CL',SC,CH)''. Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation. 611) �cQn W111 Npeol � �e oderc.,�
l,cJ�� �4y
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

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1 1
1parator:BARRY RHODES County: DUF't_: .z Date: 09/06/94
)istance to nearest residence (other th;;:. owner) : 2800. 0 feet
AVERAGE LIVE. WEIGHT CALW)
0 sows (farrow to finish) 1417 lbs. - 0 lbs
0 saws (farrow to feeder) 522 lbs. - 0 The
2448 head (finishing only) 135 lbs. = 330480 lbs
0 sows (farrow to wean) 433 lbs. - 0 The
0 head (wean to feeder) 30 lbs. = 0 lbr.
Describe other
Total - ,rate Live Weight 3a0480 lbs
MINIMUM REQUIRED TREATMENT VOLUME c„ LAGOON
Volume = 330480 lbe. ALW x atmen.t . Volume.(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF./lb. ALW
Volume = 330480 cubic feet
3.rSTORAGE VOLUME FOR SLUDGE ACCUMULA'i' d
Volume = 0. 0 cubic feet
}. TOTAL DESIGNED VOLUME
Inside top length (feet)----- ------ -"-- 302. 0
Inside top width (feet)------ ----- ---- 215. 0
Top of dike elevation (feet) - - ------------- 52• 9
Bottom bf lagoon elevation (f > ------------ 40. 9
Freeboard (feet)------------- ---- ------- 1. 0
Side slopes (inaide lagoon) -- ---------- 3. 0 1
Total design volume uraa.ng p
ri: idal formula
SS/END1 SS/END2 SS/SIDE1 E DE2 LENGTH WIDTH DEPTH
3. ® 3. 0 3. 0 3. 0 296. 0 209. 0
AREA OF TOP
LENGTH WIDTH =
296.0 209. 0 '.54 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
230.0 143. 0 390 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
` 263. 0 176. 0 O2 (AREA OF MIDSECTION * 4)
CU. FT. a [AREA TOP + (4*AREt- )$ECTI.ON) + AREA BOTTOM] * DEPTH/6
• n r n rf 9 i '7 . Ot .�2890• 1• 8

TEMPpRARX STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
302. 0 215. 0 64930. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 64930. 0 square feet
Design temporary storage period to be 180 days.
;A. Volume of waste produced
Feces & urine production in gal. , day per 133 lb. ALW 1. 37
Volume = 330480 lbs. ALW/105 li , ALW 1. 37 gal/day 180 days
Volume = 603677 gals. or 60M . 5 cubic feet
aR. Volume of wash water
Thiv is the amount of fresh used for washing floors or vclume
,of fresh water used for a flush k.-/stem. Flush . systems that 'recirculate
the lagaAn water are accounte-i frr in 5A.
Volume = 0. 0 gallons/day 180 days storage/7. 48 gallons
per CF
Volume 0. 0 cubic feet
5C. Volume of rainfall in excess of e ap - •-ati.on
Use period of time when' rain:i �xl xceeds evaporation by largest amount.
180 days excess rainfall - 7. 0 inches
Volume = 7. 0 in DA / 12 inches per foot
Volume = 37875. 6 cubic feet,

5D. Volume of 25 year - 24 hour storm
Volume = 7. 0 inches / 12 in 'aes per foot * DA
Volume = 37875. 6 cubic feet
TOTAL REQUIRED TEMPORARY STOR: GE
5A. 80705 cu"-,ic feet
58. 0 cuI)ic feet
5C. 37676 cubic: zeet
5D. 37876 cull.i c. feet
TOTAL 156457 cif'- ` feet
�. SUMMARY
Temporary storage period===== 180 days
Rainfall in excess of 7. 0 inches
25 year - 24 hour 7. 0 inches
1. 0 feet
Side slopes==========-=-==--=___ ____.._..____> 3. 0 . 1
Inside top length=—==--==== _: ______---ea> 302. 0 feet
Inside top width====-__----- _ ._====---====:O, 215. 0 feet
Top of dike elevation=-xx=-= ___ _______--_> 52. 5 feet
Bottom of lagoon elevation=== - - 40. 9 feet
Total required volume====--==_= -_=-_-====y3 486937 Guy. it.
Actual design volume, _==--- __________> 513161 Cu- It. �
Seasonal, high watertable elev 1 tSHWT32==> 46. 0 feet
Stop pumping elev. =-----_-___ __ ___________> 48. 8 feet +�
Must be > or = to the SHWT t _--- ==-=>, 48. 0 feet
Must be > or = to min, req. tment el. 46. 9 feet
Required' minimum treatment vc: W=====____> 330480 cu. ft.
Volume at stop pumping ejeva T=----==-= 333584 cu. ft.
Start pumping elev. ==----===_ -______-___> 51. 0 feet
Must be at bottom of freeb, 25 yr. rainfall
Actual volume less 25 yr. - 2�A rainfall==> 475285 cu. It.
Volume at start pumping elevc, 458702 cu. ft.
Required volume to be pumped= -----_-___> 118581 cu. it.
Actual volume planned to be --_______> 123118 cu. it.
Min. thickness of soil liner -2quired==> 1. 8 feet
DESIGNED BY: r:"'D BY:
SATE: DATE; I�l
NOTE- SEE ATTACHED WASTE UTT `1 PLAN
COMMENTS`:

t
Operator: ======CARRY RHODES
Gourr€y:=_
0991094
Dist.to nearest residence (other loan owner): 2500 ft.
sows (farrow to finish):===
sdws (farrow to feeder):odor):=__ ___--_=_...—-__—_=>
dead (finishing only)====_ 2448
sows (farrow to wean):= _
head (wean to feeder):=====
Ave. Live Weight for other operations(lbs,)=r
Storage volume for sludge accum. (cu,ft):=
Treatment'VolumG (min. 1 cu. ftAb.)=--- =_ -0
25 Year — 24 Hour Mnfall 7-0
Rainfall in excess of evaporation (in.)===== 7.0
Drainage area of buildings & lots (sq.ft.)=>
Volume of wash water (gallonsfday)_===———— „-.
Temporary storage period des ==--=__
v vYV
Side slopes (inside lagoon) —=' 3.0 : 1
on -----------------�—
Insidetop length
inside tap width (ft.): 215.0
Top of dike elevation (ft.):==__---_____=___> 52 g
Bottom of lagoon elevation ft):==__==_____> 40_9
Seasonal high water table(SHWT) elev-0Q:=:. 48.0
Toss!required volume:===== ==.-==== 406937 cu. ft. **TDTALVOL 0X**
Adual design Walurne:====== ======= 513161 cu. ft- 105. k
Stop-pumping el.(r or = to 48.0 ft_SH > 48.8
(:• or = to. 45,9 ft.Min)
Fkaquired minimum treatment volume: 33M cu. ft. **TRMT. VOL O.K**
Volume at stop pumping elevation_ 335584 cu.ft_ 101 MP/0
Start puMpmg elev..=y__===,= 51.0 volume at start pumping elevation: 458702 cu. ft. **STORl1A STAR. O.K.**
Actual volume le:s yr-24hr rain: 475285 cu, ft. 103.820A
DOTE. Verify that temp_ storage is adequate:
Rea.volume to be pumped:___=> i i$581 cu_ft **T1=MR. VOL Q.K.**
Actual volume to be pumped:==> 123118 cu.ft. 103M.

---------------------------------------------
OI'ERATzOH AND MAINTEHAHCE PLAN
SHEET 1 OF 2
------------------------------
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 180 days storage #or:
( 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 throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each desigr► .to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation) must be established
to stop pumping to maintain lagoon treatment depth.
r'Numping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils., crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It- is -strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. . Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reduci.ng. odors. Solids should be
covered with effluent at all times. When prechaxging is complete,
flush buildings with recycled lagoon liquid. Fresh grater should not
be u$ed for flushing aftwr initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51. 0 as marked by permanent marker. stop pump-.
out when the fluid level reaches elevation 48. 8 . This temporary
storage, less 25 yr- 24 hr storm, contains 118501 cubic feet or
886988 gallons.

.......................................................
............................................
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
orie ( 1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further detaiie.
5, Keep vegetations on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand,
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation. '
7. All surface runoff is to be diverted from the lagoon to stable
outsets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence ,or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

..............................................
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, roots, 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
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of rill material to. get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthlill (shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fall. The fill
shall be brought up in approximately horizontal layers not to exceed S
r,,; inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction wi,'ll be considered adequate when fill material is observed
to consolidate to the point. that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of till heights shall, include 5 percent for
settlement, Dikes over 15 feet in height and with an impoundment
capacity, of-1,0 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe •of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 8 it.
NOTE: LINERS (PARTIAL OR FULL) ARE, REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL GROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When &ream of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (le CL, SC, CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall he optimum moisture
content which relates to that moisture content when the coil 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 df hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift,
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted' liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the Whole placement and
compaction process. For most clay soils, a tamping or sheepefoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy di.ssipator(roeks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.-
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. 'Topsail should be placed
on areas of the dike and pad to be seeded. 'Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding bates.
REMOVAL OF EXISTING TILE DRAINS
When the drains are enaountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
• r • • . . . _ 1 ���--�1-J ..: .+ 1. .•.M.itr1 mo+av+� fll c..rl� ��

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
240. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET 501L CONDITIONS)
SEEDING DATES: SEPTEMBER I TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0. 0 LBS, RYE GRAIN AT 30 LBS. /ACRE (NURSERY , FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH IS TO JUNE 15
32. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LgS. RYE GRASS AT 40 LES. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER I TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
B. O.-TONS OF.. DOLOMITIC LIME (2 TONS/ACRE)
400. 0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK T❑ PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A -CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOL.A BAHIAGRASS I SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS 18 ESTABLISHED.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
240. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
32. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
E SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
8. @••.TONS OF.. DOLOMITIC LIME (2 TONS/ACRE)
400. 0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A 'CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures :that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: C `eS rG ,,te �-
b. Contractors Address: iv C 13 Ss9 4-
c. Contractors Phone:
6. Contact the technical specialist'who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: ill A C S
b. Phone: 12 162 — / p
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

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

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

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

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

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

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 scal.e from which to read the application amount
without having-to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform c,pening 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

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
sollds from gutters as designed.
P-Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation E-)'R7T�intain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
H-Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ( 1 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
( 1 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( ) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked+<pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
a downer Signature)
L Fair w-,,
(Farm Name)
3 ) - 90
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
iIC--November 11, 1996

B&C Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.. AWS310090
Date: 2/6/2024
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
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

B&C Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310090
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

B&C Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.. AWS310090
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 9 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

B&C Farm
Swine Farm Waste Management —Odor Control Checklist Permit No.. AWS310090
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

B&C Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.. AWS310090
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 (AM PAT) 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
a 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.
aa Complete incineration according to 02 NCAC 52C .0102.
a a 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioneof 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 orary edures or measures for disposal according to G.S. 106-399.4.
a, a I. -L9d/�
Si ature of Farm Owner/Manager Date
Signature of Tec nical Specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWGI00000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition 11.24 of each of these Permits reads as follows:
The Pemvttee shall:
a.install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation;or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.S.§90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties.This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[1 SA NCAC 02T.0108(b)]
Please check the bog below that indicates your commitment to do one of the following.
`lale' Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
0 I will commit to provide for the presence of the Operator in Charge(OIC),the designated backup OIC,or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
Faun I`I tau lyeaverr 31-44D,
Facility Name Permit Number
a�D rnd it A&Ad QLAIld RA o d/eS
O er/Permittee Ame and Title(type or riot)
13a nt�j= M,
Signature o er/Permittee Date
Signature of Operator in Charge(if different from Pemtittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020