310160_Permit Renewal Application 2019_20190410

Mar 29 2019 01:05PM HP Fax page 2
State of North Camlma
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate Under these State
Non-Discharge General Permits muss apply for renewal at least 190 days prior to their eViration date. Therefore, all applications
must be wived by the Division of Water Resources by no later than April 3,2019.
Please do not leave mry gaesdon anamwered Pfeaw ve I6, aR lnf mmtlon and make any necessary corrections bddow.
Applk aden mast be signed and dated by the Pernriltee.
1. Farm Number: 11-0160 Certificate Of Coverage Number: AWS3101f
2. Facility Name:: Carter&Sons&g�Farm 1
3. Landowner's Name(same as on the Waste Management Plan): Con► Ca a
4. Landownees Mailing Address: fzb8 R.ivembank Tmvn Rd
City: Wallace State: NQ Zip: ?8465
Telephone Number. 910-285-4456 Ext. E-mail:
5. FadHty's Physiesl Address: 112 Dobson Chpttel Rd
City: Masao-he State: jC Zip: 2842
6. County where Facility is located: L21mlin
7, Farm Manager's Name(if different from Landowner): Cry K Carter
S. Farm Manager's telephone number(include area code): 910-296-8340 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Muwhv Brown LLC
10. Operator Name(OIC): CIM K.Carter Phone No.: 910-29&M40 OYC 0: 994541
1 1, Lessee's Name(if there is not a Lcssee,write"Nona°):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 8,568
Oaeritlon Tvoes:
own 99U1 Dry Pauhn Odw-I goes
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 Shoop-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Reef Stocker Calf Turkey Pullet
Farrow to Fooda Beef Feeder
Boar/Stud Beof Broad Cow WetWet_
Gilts Other Non Laying Pullet
Other Layers

Mar 29 2019 01:05PM HP Fax page 3
13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data)
Ntitnated Liner Type Estimated Design Freeboard
stmctwe Date (Clay,Synthetic, Capacity Surf=Area "FAWine"
Name Built Unknown) (Cubic Peet) (Square Feet) (inches)
1-3064 82,764.00 27.00
2-30" Q v S g ,Z 67O 42,253.00 19.50
3-3065 4 [ 1 A oZ 7 81,993.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plat (CAWMP) with this completed and signed application
as required by NC General Statutes 143.215.10C(d)IQ the address below.
The CAWMP must include the following components:
i. The most recent Waste Utilization Plan(WUP),signed by the asir_tter and R cerdW 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(far example:irrigation map)
c. The soil series present an 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/sebematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoan/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers.etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to-. [e-mail]

Mar 29 2019 01:05PM HP Fax page 4
I attest that this application has been reviewed by me and is accurate and complete to the best of my lmowiedge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attacbments are not
included,this application package will be rettimed to me as incomplete.
:Vote: In accordance with NC General Statutes 143-213.6A and 143-215.6B, any person who knowingly makes any false statement,
represematiom or certification in any application may be subject to civil penalties up to 32S,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 S years, or both for
a similar offense.)
Printed Name of Signing Otlicial (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a prvicipal executive offlcer of the corporation):
Name: Title: ��V4e'A
Signature: r- Dane: 3 L F
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDF.Q-DWR
Animal Feeding Operntlons Program
1636 Mail Semen Center
Raleigb,Nortb CaroHm 27699-1636
Telephone mmba.[phone]
E-mnil:2019PemftRenewal(&nWenr gov
FORM: RENEWA4BTATE GENERAL 07JI019

Mar 29 2019 01:05PM HP Fax page 5
Ve o%ian--n&.vrt*&r 26.Z018
• Mortality Management Methods
Indicate whkh methods) "I be implemented.
When selecting multiple methods indkete a primary versus secondary option.
Methods other men those listed must be approved by the State Veterinarian.
Primary secondary Row**Mortality
Q ^ 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 DEG under GS 16A NCAC
13B.0200.
R0000"13 Rendering at a rendering plant licensed under G.S. 106-168.7.'
Complete incineration according to 02 NCAC 62C.0102.
A composting system approved and permitted 6y*the NC Department of Agriculture&con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit Is required from NC DEG.
D In the case of dead poultry only,placing In a disposai'ph of a ate and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
U Any method which,In the professional opinlon;of the State Veterinarian,would make possible
LJ the salvage of part of a dead animal's value wkhout endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
D
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 facifity's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions.(refer to facility's animal
waste management system permit).
• In the event of Imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Slit Own Manager Date e
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
12-26-2016
This plan has been prepared for: This plan has been developed by:
Carter&Sons Billy Houston
Clay Carter Duplin Soil& Water
648 Rivenbarktown Rd 165 Agruculture Dr
Suite B
Wallace, NC 28466 Kenansville, NC 28349
910-285-8720 910-296-2120 x3
A P� /4/
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
�
'Signani e-(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
low --------------
935864 Database Version 4.1 Date Printed: 12-26-2016 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 7,942,536 gals/year by a 8,568
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 14317
Incorporated 17180
Injected 17180
Irrigated 14317
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 14,317 15734 -11417 8,728,919 -786,383
Year 2 14,317 16004 -1,687 8,878,709 -9362173
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Note: J n 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.
935864 Database Version 4.1 Date Printed: 12-26-2016 Source Page 1 of 1

Narrative
WUP has been revised to reflect installation of a center pivot in field number 3 (removed pulls 7-10)see
attached spec sheet and layout sketch.
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Database Version 4.1 Date Printed: 12 26-2016 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary -
Total Useable Leaching
Tract Field Acres Aches Index(LI) Soil Series Crop Sequence RYE
3972 1 11.14 11.14 N/A ILumbee Fescue Pasture 4.0 Tons
3972 2 10.31 ` 10.31 NIA Lumbee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3972 3 28.38 28.38 N/A Noboco Fescue Pasture. 3.5 Tons
3972 4 18.69 18.69 NIA Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
3972 5 9.66 9.66 N/A Lumbee Fescue Pasture 4.0 Tons
73389 15.00 15.00 N/A Johns Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 38 bu.
PLAN TOTALS: 93.18 93.18
LI Potential Leaching Technical Guidance
<2 w potential to contribute to soluble None
nutrient leaching below the root zone.
>=2Moderate potential to contribute to Nutrient Management(590)should be planned.
<-10 soluble nutrient leaching below the root
zone.
High potential to contribute do 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).
935864 Database version 4.1 Date Printed 12n&2016
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

The V Utilization table shown below summarizes the waste utilization r i for this operation. This plan provides an estimate of the number.,lacres 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 Cornm Res. Manua; Liquid Solid Liquid Solid
PA Fert. Qbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbslA) (lbs/A)
Source Total Use. Appfrc Applia 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3972 1 -S7 Lumbee 11.14 11.14 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 Irrig. 130 72.12 0.00 803.43 0.00
3972 2 S7 Lumbee 10.31 10.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 285.99 0.00
3972 2 S7 Lumbee 10.31 10.31 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 146 0 0 brig. 146 81.00 0.00 835.09 0.00
3972 3 S7 Noboco 28.38 28.38 Fescue Pasture 3.5 Tons 8/1-7/31 120 0 0 Irrig. 120 66.57 0.00 1,889.36 0.00
3972 4 S7 Noboco 18.69 18.69 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 518.44 0.00
3972 4 S7 Noboco 18.69 18.69 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 2,301.88 0.00
3972 5 S7 Lumbee 9.66 9.66 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 brig. 130 72.12 0.00 696.69 0.00
73389 S7 ohms 15.00 15.00 Com,Grain 120 bu. 2115-00 130 0 1115 brig. 115 63.80 0.00 956.99 0.00
73389 S7 ohns 15.00 15.00 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 brig. 53 29.40 0.00 441.05 0.00
Total Applied,1000 gallons 8,728.92
Total Produced, 1000 gallons 7,942.54
Balance,1000 gallons -786.38
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.
935864 Database Version 4.1 Date Printed: 12/26/2016 WUT Page I of 2

Waste UP-1-11Ation Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(1bs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applia 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3972 1 S7 Lumbee 11.14 11.14 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 Irrig. 130 72.12 0.00 803.43 0.00
3972 2 S7 Lumbee 10.31 10.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 1 0 Inig. 50 27.74 0.00 285.99 0.00
3972 2 S7 Lumbee 10.31 10.31 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 146 0 0 Irrig. 146 81.00 0.00 835.09 0.00
3972 3 S7 Noboco 28.38 28.38 Fescue Pasture 3.5 Tons 8/1-7131 l20 0 0 Irrig. 120 66.57 0.00 1,889.36 0.00
3972 4 S7 Noboco 18.69 18.69 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 518.44 0.00
3972 4 S7 Noboco 18.69 18.69 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 brig. 222 123.16 0.00 2,301.88 0.00
3972 5 S7 Lumbee 9.66 9.66 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 Irrig. 130 72.12 0.00 696.69 0.00
73389 S7 ohns 15.00 15.00 Wheat,Grain 55 bu. 9/14/30 106 0 0 Irrig. 53 29.40 0.00 441.05 0.00
73389 S7 ohns 15.00 15.00 Soybeans,Manured,Double Crop 38 bu. 411-9/15 .133 0 0 Irrig. 133 73.79 0.00 1,106.78 0.00
Total Applied, 1000 gallons 8,878.71
Total Produced, 1000 gallons 7,942.54
Balance, 1000 gallons -936.17
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.
935864 Database Version 4.1 Date Printed: 12/26/2016 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 applyat 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)
3972 1 Lumbee 0.40 1.0
3972 2 Lumbee 0.40 1.0
3972 3 Noboco 0.50 1.0
3972 4 Noboco 0.50 1.0
3972 5 Lumbee 0.40 1.0
73389 1 lJohns 0.50 1.0
' 1
935864 Database Version 4.1 Date Printed 12/26/2016 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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
1b/ac 1000 ga/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 96.25 192.49 288.74
y 6 to
R.Y.E. 300 29.38 48.12 96.25 144.37
Soybean 40 bu 160 15.67 90.23
180.46 270.69
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;35864 Database Version 4.1 Date Printed: 12-26-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe 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 ofthe 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.
Ifavailable 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.
vailable�
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacitya s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 115
1 2 117
1 3 337
1 4 152
1 5 166
1 6 180
1 7 180
1 8 180
1 9 180
1 10 177
1 11 173
1 12 152
2 1 131
2 2 129
2 3 146
2 4 168
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 171
2 11 162
2 12 137
*Available Storage Capacity is calculated as of the end of each month.
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935864 Database Version 4.1 Date Printed: 12-26-2016 Capacity Page 1 of 1

Required Specifications For Animal Waste Mannement
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 Iandowner,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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atabase
93586-- D Version 4.1 Date Printed: 12/26/2016 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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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 a . .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, leaf, 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.
935864 Database Version 4.1 Date Printed: 12/26/2016 Specification Pape 3

22. waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-----------------------------:-------------------
935864 Database Version 4.1 Date Printed: 12/26/2016 Specification Page 4

Crop Dotes
The following crop note applies to field(s):
Corn 1: CP,Mineral Soil,low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1,5
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar.20.For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 20 lb/ac. seed.Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands,0.25"in
mixture with clovers.Tall fescue will tolerate soil wetness but not flooding or prolonged saturation;use
ladino clover for mixtures on these soils.Soil test for preplant and maintenance lime,phosphorus,and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only.Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar.20 and
Aug.20 to Sept.30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
---=------------------------------------------------------------------------------------------------------------------------------------------------------------
935864 Database Version 4.1 -- Date Printed: 12-26-2016 Crop Note Page 1 of 4

The following crop note applies to field(s):3
Fescue:Coastal Plain,Mineral Soil,Moderately Well Drained
Adaptation:Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15(best)and Feb. 15 to Mar.20.For
-pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 20 lb/ac.seed. Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands,0.25"in
mixture with clovers.Tall fescue requires adequate soil moisture for persistence and production. Soil test
for preplant and maintenance lime,phosphorus,and potassium recommendations.Apply 40 to 60 lb/ac
nitrogen at planting for pure stands only.Do not apply N for mixtures with clovers but use proper legume
inoculation techniques.Apply 150 to 200 lb/ac.N to pure-stand fescue for hay production;reduce N rates
by 25%for grazing.Apply N Feb. i to Mar.20 and Aug.20 to Sept.30,with equal amounts in each
window.Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 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):4
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.
-------------------------------------------------------------------------------------- --------------------------------------------------------------------------
935864 Database Version 4.1 Date Printed: 12-26-2016 Crop Note Page 2 of 4

The following crop note applies to field(s):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 P 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,Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
----------------------------------------------------------------------------------------------------
-------------------------------------------------------------
935864 Database Version 4.1 Date Printed: 12-26-2016 Crop Note Page 3 of 4

Wheat:Coastal Plain,Mineral Soil,low-leachable The following crop note applies to field(s):
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time.The remaining N
should be applied during the months of February-March.The total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s):
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in June as possible-with planting completed by July 4tli.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows;6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
------935864---------------------------------------------------------------------------------------------------------------- --------------------------------
Database Version 4.1 Date Printed: 12 26-2016 Crop Note Page 4 of 4

VA LLFMT T I V-CHART
.
Valley Dealer Customer
Benchmark Bldgs. & brig. Carter and Sons
165 S Kenansville Bypass 668 Rivenbark Town Rd
Kenansville, NC 28349 Wallace, NC 28466-6160
UNITED STATES USA
Dealer No. Field Name
88815458
Parent Order No . 11187177 Dealer PO 33450
Sprinkler Order No. 111�87181J� F[ Order Date 01/27/2016
Load Date 02/19/2016
Plant McCook Manufacturing Method Of Shipment W/SYS (11188692)
7Span ey Standard Pivot 7000
Flow 500 (GPM)
ure 50 (PSI)
Cover Sheet - 02/15/2016 . Page 1

Parent Order No 11IB7177 Dealer BenchmarkBldgs•&1(rrig.
Sprinkler Order No 1!l87181
Customer Carter and Sons
Field Name
Valley Standard Pivot 7000 MachineSumroary
Span and Overhang
T icldArea Flow
77Model Pipe Coupler D. U. ------------^--------------- tC-------------
Length O.D. Spacing 4tY Profile Tire i 26.3 (Ac) Total 500 (GPM) ^___________
(ft) (in) r 20.4 (Ac)Pivot 270° lr -
(in) i ii 17.97 (GPM per Acre) r
180.0 6 108 20 6.0 (Ac) EG on 80; 0.95 (in per day) App Rate
73.4 6 Standard l4.9 z 24 High Float i G]3.5 (ft)Machine Length 1�
I10 11 r g rr 0.103 (in) App Depth @ l00%
1 103.6 (ft)End Gun Radius
rl 133.9 (GPM) End Gun '
r
---------
Messages �------------------------------
Pressure LRDU Drive Train
Caution: f ..------------..._—__—___t��•------------------
Nnne i 50 (PSI) Pivot Pressure 11 68 RPM Center Drive_@60 Hz freq--_--,
rr
45 (PSI)=End Pressure I r '
i 1114•g K 24 High Float Tire
Dealer: i 0.0 (ft) Highest Elevation 1i 52:1Wheel GB Ratio, LR➢❑ Dist '
None — ' 540.6 {f t) i
? 4.0 (ft) Lowest Elevation i 1 2.6 Hrs/270' @ 100% per Min
16.50 (Ft )
Sprinkler--AvailableOutlets --------__—______ --^_______----___-- I
Sprinkler--Available Outlets
S r�inkler ConfiRazation _ Range(ft) -
- � 5 rinkler Configuration Range(£t)
Valley U-Pipe 6(in)Galvanized 314 T�1 NPT x 3/4 F I�'P.T Outlets :�� — .
Valley U-Pipe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets
Black Hose Drop Variable Length 60(in)Ground'Clr 24,35 1 j
Valley Drop 84(in)Galvanized 314 M NPT x 314 M NPT 40,42,1 '
Valley Slip Weight 26(in)2(lb)Poly 44,58,!
64,66,1 '�""� 60,G2,1
69,71 1 Nelson PC-D3000 Part Circle Spray 3/4 M NPT
Nelson T133000 D4-Green 314 M NPT '
295.50(ft) Total Drop Hose Length
Cover Sheet-02/1 S/2016
Page 2

Parent Order No 11187177 Dealer Benchmark Bldgs.&Irrig. Sprinkler Order No 11187181
Customer CarterandSons
Field Name
Valley Standard Pivot 7000 Machine Summary
Pressure Loss End Gun(s)&Booster Pump Information
Pipe Pipe Pipe Loss Primary End Gan
Length ft I.D. (in) Finish C-Factor PSI) ^; Nelson SR100 End Gun
586.1 5.79 Galvanized 150 3.9
fa � 0.85Nozzle
27.4 3.79 Galvanized 150 0.6 ( Booster Pump
Total= 4.5
Span Flow Advanced Options
-----------------------
Span Irrigated Area Rqd Act Rqd Act iDrain Sprinkler = Benninger Directional j
(Last Sprinkler Coverage = 1 ft
Number Length (ft) (Ac) (GPM) (GPM) (GPM per Acre) (GPM per Acre) $ Deviation Sprinkler Coverage Length = 614.5 ft
IUse Last Coupler= YES i
(Minimum Mainline Pressure = 6 PSI j
'-------------------------------------------------^
1 156.7 1.7 303 35.4 17.43 20.42 17.1
2 180.1 5.3 91.9 92.0 17.43 17.44 0.1 Shipping Options
- ----------------------------------------------I
179.8 8.8 152.8 152.9 17.43 17.44 0.1 i7ld Drop Hardware
0/11 72.9 4.6 80.5 80.0 17.69 17.57 -0.6 (Ship Endgun Nozzle
EG 103.6 6.0 134.1 133.9 17.97 17.95 -0.1 I5hip Endgun & Hardware
1Do not ship Endgun Valve / Nozzle Valve Hardware i
Totals 26.4 494.2 Do not ship Boosterpump Hardware j
Drafa Sprinkler 10.7 10.6
Total Machine Flow 504.8
Cover Sheet-02/15/2016 page 3

Parent Order No 11187177 Dealer Benchmark Bld .&Irri
Sprinkler Order � g
11187181 Customer Carter and Sons
Field Name _
Valley Standard Pivot 7000 Assembly Inshvctions Renort
Bill of Material was not changed from its original list
Sprinkler Package created by bbi.
Assembly Instructions-02/15/2016
•I

Dealer Benchmark BldRs.&IrriR Sprinkler Order No 11187181
Customer Carter and Sons I v-CHART -
Field Name ti Parent Order No 11187177
Valley Standard]Pivot 7000 Percent Timer Data
Setup Information-Valley Computer Control Panel Water Application Constants: Minimum Aliplication-0.103(in) Sours Per Revolution=2.6
Based on IN Based on%Timer
IN Per Pivot Hours Per Pivot IN Per Hours Per
270 degrees % Timer 270 decrees % Timer 270 degrees 270 degrees
0.103 100.0 2.6 100.0 0.103 2.6
0.20 51.6 5.0 90.0 0.11 2.9 .
0.30 34.4 7.6 80.0 0.13 3.3
D.40 25.8 10.1 70.0 0.15 3.7
0.50 20.7 12.6 60.0 0.17 4.3
0.60 17.2 15.1 50.0 0.21 5.2
0.70 14.8 17.6 45.0 0.23 5.8
0.180 12.9 20.2 40.0 0.26 6.5
0.90 11.5 22.6 35.0 0.30 7.4
1.00 10.3 25.2 30.0 0.34 8.7
1.25 8.3 31.3 25.0 0.41 10.4
1.50 6.9 37.7 20.0 '0.52 13.0 '
1.75 5.9 44.1 17.5 0.59 14.9.
2.00 5.2 50.0 15.0 0.69 17.3 _
12.5 0.83 20.8
10.0 1.03 26.0 '
7.5 1.38 34.7
5.0 2.07 52.0
Field Area Flow Pressure LRDU Drive Train
26.3 (Ac) Total 1 50 (PSI) Pivot Pressure 11
11 500 (GPM) �i 68 RPM Center Drive. @ 60 Hz freq. 1
1 20.4 (Ac)Pivot 2700 i i 17.97 (GPM per Acre) 11 45 S =End Pressure �� 1
1 11 (PSI) 14.9 x 24 High Float' Tire 1
6.0 (Ac) EG on 801 0.95 (in per day) A Rate li 0.0(ft) Highest Elevation 11 11 P Y) PP g 1f 52:1Wheel GB Ratio, LRDU Dist 540,6(ft)
613.5(f t)Machine Length 0.103 (in) A Depth @ 100% ii 0.0(ft) Lowest Elevation 11 ) (Ft per Min)
PP P i 1 2.6 Hrs/270 @ 100% (; 16.50
1 103.6(ft)End Gun Radius 11 11 1
L---- 11 133.9 (GPM) End Gun i -------------------------------Jt-------------------------------------
_J
1- --------------------------J
C
The e information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations,
sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond Valmont's reasonable control) . Valmont recommends -monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Tuner-02/15/2016
Palle I

W
b 3A[R�
-
.. a. R- • W.� *III•
n
if
-AJ I
11 • -

eeti .
ORRIGATION SYSTEM DESIGN PARAI1IAE'B E§S
Landowner/Operator Name: Clay Carter-Carter&.Sons Hog Farm; Fac. No.: 31-160
Address: County: Duplin
Telephone: [phone] Date: 9/12/2012
Table 1 -Field Specifications
Approximate
Maximum Maximum
Useable Size Maximum Application
Field of Field Application per irrigation
Number acres Soil TvDe Slo e% Rate Cycle
1 6.74 ' Lumbee Cro s In/hr Inches
0-5 Fescue Comments
2 8.18 Lumbee/Pactolus 0_5 0.3 1 Pulls 1-2
3 14.66 Lumbee/Noboco/Rains 0-5 Bermuda/Overseed 0.3 1 Pulls 3-4
4 9.53 Lumbee/Noboco 0.5 Fescue 0.3 1 Pufls 7-10
5 5 86 Bermuda/Overseed 0.3 1 Pulls 11-16
Lumbee 0-5 Fescue
Leased 11.4 Johns 0_5 0.3 1 Pulls 5-6
Row Cro s 0.3 1 Pulls 17-19
-------------
54.38

et2 .
TABLE 2-Travelling Irrigation Gen Settings
Make, Model and Type of Equipment: Ag Rain 27A(2.7ux820') &Ag Rain 25A(2.5ux800` w/IVel ton SR100
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
.and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No: ft/min In/hr. Width ft. Len h ft feet Inches at Gun si at reel(psi) Pattern Comments-Acres per pull
1 2.24 1 0.33 210 613 240 0.86 50 80 330 3.84 Z
2 2.24 0.33 210 418 240 0.86 50 80 330 2.90 "
3 2.24 0.33 216 585 240 0.86 50 80 330 .32
4 2.24 0.33 210 509 240 0.86 SO 80 330 3.32
287
5 2.24M.28 0.3310.49 187/187 385/201 240 0.86 50 80 .330/220 2•97
6 2.24/3.28 0.33/0.49 187/162 178/450 240 0.86 50 80 330=0 2.89
7 2.24 0.33 216 542 240 0.86 50 80 330
8 2.24 .3.46
0.33 216 393' 240 0.86 b0 80 330 2.72
9 2.24 0.33 216 700 240 0.88 50
so 330 4.2424 10 2.24 0.33 216 700 240 0.86 50 80 330
11 2.24 0.33 216 61 240 0.86 50 80 330 1. }•�
12 2.24 0.33 216 385 240 0.86 50 80 330 .07
!r
68
13 2.24 0.33 216 113 240 0.86 50 80 330 1.33
14 2.24 0.33 216 -364 240 0.86 50 80 330 2. , .
15 2.24 0.33 154 125 240 0.86 50 80 180 .57
16 2.24 0.33 141 205 240 0.86 50 80 180 0.83 '
17 2.51 0.33 200 700 240 0.86 50 so 330 1.05
4.05
$0 330
18 2.51 0.33 160 700 240 0.86 50 I
19 2.51 0.3 3.30
3 200 700 240 0.86 50 80 330 4.05
TOTAL 54.38

11)et5 -
IRRIGATION SYSTEM DESIGNER � ��
Name: Micah Kevin Weston, CID
Company: Murphy-Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone] 0029109
IGN��
Required Documentation
The following details of design and materials must accompany all Irrigation designs:
1. A scale drawing of the proposed irrigation system which Includes hydrant locations,Y pipelines,thrust block locations and buffer areas where applicable,
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3: Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the Irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE
8. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

eet6 _
Narrative of irrigation System Operation .
This design Is for a"wetted acreage"determination for an existing facility. The acres were
calculated
the equipment specified and the charts created by NCSU for calculating Area Allowances for H based on
Hard
Traveler Systems. Hard Hose
Refer to owner's manual and irrigation dealer for information on maintenance;winterization,, and operation of

Sheet?
CALCULATIONS
82rinler Specifications
Sprinkler Type: Nelson SR100
Nozzle Size: 0.86 Inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 115 gpm
Wetted Diameter. 240 feet
Lane Spacings
Desired Spacing(%): 70
Design Spacing(feet): 168 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 160 feet
Actual Spacing(%): 67 %
APplication.Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.30 in/hr
300 degree arc= 0.36 in/hr 330 degree arc= 0.33 In/hr
220 degree arc= 0.49 in/hr
180 degree arc= 0.60 in/hr
Traveller Speed
Travel speed=1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app.(in.)= 0.5 inches 360 degree arc= 2.31 ft/min
300 degree arc= 2.77 ft/min 330 degree arc= 2.51 ft/min
220 degree arc= 3.69 ft/min
180 degree arc= 4.61 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: inches
Velocity-- #DIV/01 ft/sec.
Page 1

Sheet?
CALCULATIONS
S2rinler Specifications
Sprinkler Type: Nelson SR100
Nozzle Size: 0.86 Inches
Sprinkler Pressure: 50 psi
Flowrate(G PM): 115 gpm
Wetted DIameter.- 240 feet
Lane Spacings
Desired Spacing(%): 70 %
Design Spacing(feet): 168 *PVC Irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 180 feet
Actual Spacing(%): 75 %
Apuiication Rate .
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App.-Rate= 0.30 in/hr
300 degree arc= 0.36 in/hr 330 degree arc= 0.33 in/hr
220 degree are= 0.49 in/hr
rill" 180 degree arc= 0.60 in/hr
Traveller Speed
Travel speed=1.605 x Fiowrate/Desired application amount x Lane Spacing
Desired app.(in.)= 0.5 inches 360 degree arc= 2.05 ft/min
300 degree arc= 2.46 ft/min 330 degree arc= 2.24 ft/min
220 degree are= 3.28 ft/min
180 degree are= 4.10 ft/mIn
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec."
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/01 ft/sec.
Page 1

Carter d Sons Hog Form
soft 10=4w Pull Al Acres
1 3.84
2 2.90
3 3.32
4 2.87
5 2.97
Total Field 4 0 18.69 Ac. 6 2.89
Wetted= 9.53 Ac. 1 7 3
((Pupa 11Sub 4 98 6`c. 1 Told Field 6 0 1.79 Ac. 8
) 9)p,,,l� ate•
Total Field 3 0 28.38 Ac. 10 4r24
1'0 wetted- 14.66 Ac..t6 j
H°9 11 Pugs 7-100) �I-Or 12 2.68
10 13 1.33
14 2.57
Hoses Total Field 2 0 10.31 Ac. 15 0.83
Wetted o 6.19 Ac.
14 Ar- 16 1.05
U41000 9 �a 3-4)12 17 4.05
17 13 18 3.30
19 4.05
' 18
8 Total 54.38
19 pvr
12 _
Hog �6,o2,
Houses 3
4 2
r Powtry 1
rj 1
Total Field Leased-MOO Aa � Houses
Wetted o 11.40 Ac.
Sub Loosed o 160 Ac.
(Pulls 17-19)
Total Field 1 a 11.14 Ac.
6 wetted 6.74 Am
Sub 1 •4.40 Ac.
(Pulls 1-2)
Total Field 5 0 9.66 Ac.
Wetted 5.86 Ac.
Sub 5 0 3.80 Ac.
(Pulls 5-6)
S ecifications:
Ag Rain•27A 2.7 x820 hose) G o Ag Rain 25A 2.5"x800' hose i
Nelson SR100 w/0.86" nozzle
-
®50 PSI; 240' WD; 115•GPM
o
z
° 002919
°�aiaet�a

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Carter&Sons Nog Farm; Fac. No.:31-160
Acreage Calculations 9/12/2012
Width Length Acres Total Acres Start End Sto End Total
Pull# ft. ft. midsectlon midsection ac. ac. Pull Acres
1 210 613 2.955 2.955 0.480 0.400 3.84
2 210 418 2.015 2.015 0.480 '0.400 2.90
3 216 585 2.901 2.901 0.420 0.000 3.32
4 210 509 2.454 2.454 0.420 0.000 2.87
5 187 385 1.653 2.516 0.320 0.130 2.97
187- 201 0.863 0.000 0.000 0.000 0.00
6 187 178 0.764 2.438 0.320 0.130 162 450 1.674 0.000 0 2.89
. 000 0.000 .89
00
216 542 2.688 2.688 0.420 0.350 \
,0 216 393 1.949 1.949 0.420 0.350
-9- 216 700 3.471 3.471 0.420 0.350 � PST �6-3A�
A�6" 216 000 3.471 3.471 0.420 0.350 4.24
11 216 61 1 0.302 0.302 0.420 0.350 1.07
12 216 385 1.909 1.909 0.420 0.350 2.68
13 216 113 I 0.560 0.560 0.420 0.350 1.33
14 216 364 1.805 1.805 0.420 0.350 2,57
15 154 1'25 0.442 0.442 0.210 0.175 0.83
16 141 205 0.664 0.664 0.210 0.175 1.05
17 200 700 3.214 3.214 0.464 0.3 44 4.05
18 160 700 2.571 2.571 0.408 0.322 3.30
19 200 700 3.214 3.214 0.464 0.374 4.05
Total Acres 66•bz
Page 1

0
COY CARTER
2448 EXPANSION SWINE FARM
APPROVED ANAEROBIC LAGOON DESIGN
GRID SURVEY
WASTE MANAGEMENT PLAN
RELATED MAPS
IRRIGATION DESIGN
DESIGNED BY:
AGRIMENT SERVICES INC.
P.O. BOX 1096
BEULAVILLE, NC 28518
[phone], [phone]

- NARRATIVE OF OPERATION
THIS OPERATION WAS SITED ACCORDING TO SENATE BILL 1217
ON 8/2/96 BY TECHNICAL SPECIALIST, KEVIN WESTON OF
MURPHY FAMILY FARMS. THE FARM WAS SITED FOR A 2448
ADDITION TO THE 6120 EXISTING ANIMALS ON THE FARM. ALL
THE LAND THAT WAS IN PLACE ON THE FARM HAS BEEN
EVALUATED FOR WASTE APPLICATION. AN UPDATED,
CERTIFIED, WASTE MANAGEMENT PLAN HAS BEEN CREATED IN
CONJUNCTION WITH THE CERTIFIED IRRIGATION DESIGN FOR
THE NEW TOTAL, 8568 ANIMALS.
PLEASE NOTE THE CHANGE OF OWNERSHIP FORM THAT IS
ATTACHED TO THE APPLICATION PACKET. DURING THE
PROCESS OF GETTING THE PACKAGE TOGETHER I NOTICED
THAT THIS FARM (31-344) HAD NEVER BEEN PLACED IN MR. COY
CARTER'S NAME ACCORDING TO YOUR RECORDS . IN EARLY
1994 WHEN THIS FARM CHANGE HANDS THE PROCEDURE FOR
NOTIFYING DWQ WAS NOT BEING ENFORCED AND WAS RATHER
VAGUE AT THAT PARTICULAR TIME. I TOOK IT UPON MYSELF
TO DO THE HOUSE KEEPING ON THIS ISSUE BY ASSISTING MR.
CARTER WITH THE CURRENT CHANGE OF OWNERSHIP FORM IN
ORDER TO UPDATE THE RECORDS IN ACCORDANCE WITH
CURRENT STANDARDS.
Ronnie G. Kennedy Jr.
Vice-President of Operations
Agriment Services Inc.

Operator:CLAY CARTER County: DUPLIN Date : 05/10/97
Distance to nearest residence (other than owner) : 0 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs . = 0 lbs
0 sows (farrow to feeder) x 522 lbs . - 0 lbs
2448 head (finishing only) x 135 lbs . = 330480 lbs
0 sows (farrow to wean) x 433 lbs . - 0 lbs
0 head (wean to feeder) x 30 lbs . - 0 lbs
Describe other : 0
Total Average Live, Weight = 330480 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs . ALW x Treatment Volume (C F) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 83232 . 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 360. 0
Inside top width (feet) ---------------------- 240 . 0
Top of dike elevation (feet) ----------------- 50. 0
Bottom of lagoon elevation (feet) ------------ 39. 0
Freeboard (feet) ----------------------------- 1 . 0
Side slopes (inside lagoon) ------------------ 3 . 0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3 . 0 3 . 0 3 . 0 354 . 0 234 . 0 10 . 0
AREA OF TOP
LENGTH * WIDTH =
354 . 0 234 . 0 82836 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
294 . 0 174 . 0 51156 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
324 . 0 204 . 0 264384 (AREA OF MIDSECTION 4 )
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
82836. 0 264384 . 0 51156. 0 1 . 7
Total -Designed Volume Available = 663960 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
360. 0 240. 0 86400 . 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area .
TOTAL DA 86400. 0 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 330480 lbs. ALW/135 lbs . ALW * 1 . 37 gal/day 180 days
Volume = 603677 gals . or 80705. 5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 . 48 galloizs
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 = 8 . 5 inches
Volume = 8 . 5 in * DA / 12 inches per foot
Volume = 61200. 0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 15. 0 inches / 12 inches per foot * DA
Volume = 108000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 61200 cubic feet
5D. 108000 cubic feet
TOTAL 249905 cubic feet

6. SUPR4ARY
Temporary storage period== -==-=1.---=--=-----> 180 days
Rainfall in excess of evaporati:on=====___==_> 8 . 5 inches
25 year - 24 hour rainfall===-.---_-_-___-_==> 15. 0 inches
Freeboard==== ==========_=====______________> 1 . 0 feet
Side slopes=====-------------=-------------.-> 3 . 0 : 1
Inside top length=__________________________> 360 . 0 feet
Inside top 240. 0 feet
Top of dike elevation========__--------------> 50. 0 feet -----�
Bottom of lagoon elevation===="_____________> 39 . 0 feet
Total required volume=====_____===_________=> 663617 cu. ft . * l
Actual design volume=====____=�-_____________> 663960 cu. ft .
Seasonal high watertable elevation (SHWT) ===> 42 . 8 feet -�
Stop pumping elev.=----_-__-_=-_-__---___--_> 45. 0 feet
Must be > or = to the SHWT elev.=====_===_> 42 . 8 feet
Must be > or = to min. req. treatment el .=> 45. 0 feet
Required minimum treatment volume===========> 413712 cu. ft .
Volume at stop pumping elevation======_--_-=> 360072 cu. ft .
r
Start pumping elev.=________________________> 48 . 8 feet .-- �
Must be at bottom of freeboard & 25 yr, rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 555960 cu. ft .
Volume at start pumping elevation=====_____=> 643361 cu. ft .
Required volume to be pumped________________> 141905 cu. ft .
Actual volume planned to be pumped========_=> 283289 cu. ft .
Min. thickness of soil liner when required==> 1 . 6 feet
DESIGNED BY: ���.CARO ♦ , APPROVED BY:
DATE: = DATE:
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NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

COY CARTER - DUPLIN COUNTY
HOG WASTE LAGOON
EARTH WORK
SECTION EXCAVATION FILL VOL EXCV VOL FILL
50 0 0 0 0
100 34 . 4 456. 5 31 . 9 422 . 7
200 40. 3 -111 . 4 170.2 1474 . 4
300 420 . 6 0 1023 .7 1680 . 6
315 11 . 6 421 . 3 1143 . 8 1797 . 7
330 11 . 6 421 . 3 1150. 2 2031 . 7
363 1751 . 6 102 . 2 2227 . 7 2351 . 6
400 1751 . 6 102 .2 4628 . 1 2491 .7
500 1378 . 2 178 .7 10424 . 0 3011 . 9
600 1254 . 3 193 . 3 15299. 0 3700 . 8
657 1254 . 3 193 . 3 17946. 9 4108 . 9
690 1394 . 7 0 19565. 8 4227 . 0
705 1394 .7 0 20340 . 6 4227 . 0
730 0 0 20986. 3 4227 . 0
RATIO CUT TO FILL 20986. 3 / 4227 : 4 . 96

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BEAULAVILLE N. -10 WILMING'ToN NLC

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AGRIMENT SERVICES, INC. HERBERT C. FOX, J R. 1-1.E,
jj(JI�7 BEAULAVILLE N.C. WILMINGTON N.C.

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AGRIMENT SERVICES, INC. CLAY CAk1'ER IIERBERT C. FOX, JR., f'. E.
P. 0. BOX 1016 244$ FINISH SHINE LAGOON I'. 0. BOX 10162
BEULAVILLE, N. C. 28518 DUPWN COUNTY N. C.
WILMINGTON
, N. C. 28405-0162 ..

,2 yy� ��✓ �,n�
AGRIMENT SERVICES INC.
Soils Investigation
NAME CX crr!G r
C CO C4i•I<< DATE y a k 9 7
ADDRESS GL 8 K,'�c. �Jo Aow
- �1a��aca NG LOCATION eZ.vq6` -'
SKETCH OF PROJECT SITE
61J
WATER TABLE = * BORINGS
0-1 SM
1-2 S_ ----- --.—.
2-3 * _ -Sc
3-4 SC
4-5 �A
T
5-6
_
6-7
7-8 Sc . sc.s►�
8-9 sc.st'l ---
9-10 '- -- ---
10-11 ------ ---
11-12
12-13 ---
13-14 ---
14-15
Borings made by o Agriment Technician c)6P
Remarks: Soi r o '
o U�&yOr •

LAGOON SITE SOILS INVESTIGATION
P OJECT: (', CA2'rER COUNTY: H �c
LtfYs t /z�" 4coof-
_ D INVESTIGATION BY: //�/,J DATE:
SITE SKETCH
1
1
.� r5 ro I � i
� 1 i
1
(X 1 5Y //J(, i A!: %rs
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l/•%G o/�
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE -�
3 a '1Hw•r '•
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.,RING/SAMPLING METHOD: 1ga SIGNATURE:

I,
MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY STIE EVALUATION
Namc Cc,4 Y C.p,� x Size Operation /z z y log•r
76 Z e/yS .tic i3 rIA16
rec y rG�i:�ic m F..�.1H
Telephone
Location Data
Distance from nearest residence not owned by producer: > iS oo �¢
-Is site within 100 year flood plain? Yes No
Is site at least 100 feet from a "Blue Line" perennial stream?
If no, site must be relocated.
Is site within 1 mile zoning jurisdiction of a municipality? i
If yes, site must be relocated.
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or any non-cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before any cleating is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present? ✓
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present? ./

Waste Management
Ycs No
Does producer own enough land to properly land apply waste?
If no, does producer have accese to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Questionable .�
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. If, d desiM the
osition of the laszoon is charmed to an area where no test holes were previously dug. additional
test holes WILL be required.
Comments 17,sfv��E TD ,�ft�oE,�c To yEJeiFiED ,�r ,yFf 5�.��,r o ��w
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator 14, A Date
(MFF Engineering) _
Signature 'ate
(Pro ucer) Qc-

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Name &, y e',gxrKZ_ Size Operatian i L z.v Ab,r
061.9 ..1.1e, aw To JXIZ Zx1ftfr4
Telephone 1p.,z1-r -yys
Location Data
Distance from nearest residence not owned by producer:
Yes No
Is site within 100 year flood plain?
Is site at least 100 feet from a"Blue Line" poTennial stream?
If no, site must be relocated.
Is site within 1 ntile zoning jurisdiction of a municipality? ✓
If yes, site must*be relocated. '
Are there utilities in the construction area? .✓
Wetlands
Will site involve clearing woodlands or any non-cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned-actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present? ✓

Waste Management
r' Does producer own enough land to properly land apply waste? Yes No
If no, does producer have access to more land? —�
If land is not owned by producer, can producer get agLeemant
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay -�liner required?
If yes, is clay available on site?
Questionable
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon If durinn_ desk �h
osition of the 1 oon is c ed to an area where no test holes were Previouslyd additional
test holes WII L be re aired
Comments_pr}fANCF ra LL
r svP cy C.�u
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator_
(IvIFF Engineering) Date F t/v6
Signature
(Pr ducer) C7 `aL Date

Agriculture NC-ENG-34
Service September 1980
/ File Code: 210
T HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landownc, LoV County
Community or Group No. �0303000 70S0010 Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation .z4f 7
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. : st. evatlon
Kind of :Improvements : of Breach
Reach: Length: Width: Slope: Land Use Improvements Flood Above
:FloodwateFloodrlainr Above
Ft. Ft. Ft
2
3
Describe potential for loss of life and damage to existing or probable future downstream
/
>r��/ t� � A4 ,r
improvements from a sudden breach SJiu & f 1e /e L l ig00Z2 & /
ca STac �� eq'/ / ccF ZWle, n:5 tor f/Qs Z
v/ ix
n CaSI ay -3ajn /I
Hazard Classification of Dam 0 b, c) (see NEM-Part 520.21) A
Dam Classification II , III , IV, V)
By
Date S 6 9 7
name4 (title)
Concurred By �+�u Date S �l
/. p name title
P NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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Notification of Change of Owr ,�rship
Animal Waste Management Facih,y
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official
notification to the Division of Environmental Management (DEM) of the transfer of ownership of an
Animal Waste Management Facility. This form must be submitted to DEM no later than 60 days
following the transfer of ownership.
General Information:
Name of Farm: Facility No: a/ -
Previous Owner(s) Name: a4- Phone No: oZ96 d 8 93
New Owner(s) Name: Cole Ca fcr Phone No:
Mailing Address: 6w o 9 a -c
Farm Location: Fourteen Digit Hydrologic Unit:_ 0.3 o 3 too ?0S bo/ 0
Latitude and Longitude:g � _ / 7R � County:—AOu,o I,`-,
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions milepost, etc. :
a 11,o/ o .V / ,3 7
Operation D s ri��n:
Type of Swine No.of Animals Type of Poultry No.of Animals Type of Cattle No.of Animals
J W n to Feeder O Layer
Feeder to Finish yy O Dairy
O Pullets O Beef
J Fanow to Wean
J Farrow to Feeder
D Farrow to Finish Other T• e o Livestock:yp f Number of Animals:
Acreage Available for Application: 9s Required Acreage: 7o2.
r
Number of Lagoons/Storage Ponds : 3
********************************�'*�**01,�****p***t******�d8,1>D ******* Cubic Feet (ft3)
Owner/ Manager Agreement ****************
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservat.ion District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification(if the approved plan is changed)within 60 days of a title transfer.
Name of New La Owner : o-Y (;rev
Signature:
Date:= S /a./Q2
Name of Mana r(if dIfferent from owne ):
Signature:
Date: ,
Please sign and return this form to: N. C. Division Of Environmen
tal Management
Water Quality Section, Compliance Group
Raleigh, NC 27626-0535
NCO -- May 311996

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11 I

NARRA TI VE OF OPERATION
THIS WASTE PLAN WAS CREATED IN CONJUNTION WITH THE
CERTIFIED IRRIGATION PLAN INCLUDED. HYDRAULIC
LOADINGS OF SOILS WERE TAKEN IN ACCOUNT WHEN THE
IRRIGATION DESIGN WAS CREATED. THESE PLANS WERE
DESIGNED NOT TO EXCEED THE HYDRAALIC CAPACITY OF
THESE SOILS. MR. CARTER PLANS TO APPLY HIS WASTE NOT TO
EXCEED AGRONOMIC LOADING OF THE CROPS BY APPLYING
ACCORDING TO HIS SPECIFIC WASTE ANALYSIS.

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: T3972 FIELD 1,3
Soil Map Unit: LUMBEE DRAINED 0-8
Total ASCS Acres:
Total Useable Acres: 22.29
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
PH Acid CEC CBS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 2.0
Maximum Irrigation Rate - inches per hour 0.40
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/12/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name:
Soil Map Unit: NORFOLK 0-8
Total ASCS Acres:
Total Useable Acres: 32.99
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet : 1.7
Maximum Irrigation Rate - inches per hour : 0.50
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/12/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name:
Soil Map Unit: PACTOLUS 0-8
Total ASCS Acres:
Total Useable Acres: 17.27
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results :
pH Acid CEC CBS P-I K-I Ca% Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1 .0
Maximum Irrigation Rate - inches per hour 0.75
Maximum Amount per Irrigation Event - inches: 0.48
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/12/1997

System Calibration
Information presented in manufacturers charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used providea
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 Anima!Waste Management Systems Manual

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
f,:

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 Iagoon 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.

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WDRESS: • Rte. 1 1�,`3.1 I 1 i a q NC 20,153
-YPE AND SIZE ,Tr .�
F OPERATION : ,.
::LASE III
)'ES.*IGNED BY Johnny Lanier ,
WrE 10/10/89
�P P R C{V Er: L'Y w�-sry
I
PITE
S)T+::RAGE
I::_�•i rI�1 I-'I 1"�I a i .:I "t lb 5 per 1 1 t"1; C uF �t?�' I I_: s "i.,;i"�480 C u 1-t
f ci a ! :, 1 >.: C U. 'F u . ---f waste F►e{'' d rl.y ��I 0:13{.)1 C Li Ft
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TOTAL" Sl'0.'AGE INEEDED -4.4',8610 C Ft
rCi mil... STf*., At»iE A V A 1 ;el0i...l .79 50 f:u C=t
z 775") c L3 Ydr.
A l'f 1!'..:+1%.!ICI`}" L t...1... D 3:1<:1;I.- u f-:
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GAME: Roy Heath �:;�.�.: •"'•
:..,;OPERATION AND MAINTENANCE ,
r . lagoon is designed for waste treatment with minimum odor
_ .:ro I . The time required for the p I anned fluid level to be
-eached may vary due to so i I coed i t i ons, f I ush i ng operat i ons , and
.;he amount r_If fresh water added to the system.
-arid apip I i cation of waste water is recogn i zed as an acceptable
ciotI"Iod of d i spcisa I . Ir••r i Jat i cin by using center p iv.--*.t , gun , cor"
.rav l er" is the preferred and most efficient .neth ctd to dispose of
-he ;.f f I uen ;, frnin tale lagoon . Cure Isi' ou I d tie taken when applying
1. t-o prevent da,.nage. 'u=_= tI••Ie, crops arid -to prevent r"linof'-F rom
e field=
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kPPRdS:I MATE NITROGEN AND P 6SPHORUS THAW WILL UE ;FRODU CE.D PER
'.EAR
11 Tf-'tC'GEN (N) 5790,0. 1�,"BS TONS OF WASTE STORED
'I ,PHC1P%U1S, (F') 16887.53LBS
81 .42TONS
IS ESTIMATED THAT •AF'F'RO.\:I MATELY 25 'OF THE NITROGEN WILL BE
.VA I LArtI..«Ew FOR USE AS FERTILIZER
I-FE": F'OLL.O W I NG AMOUNT CAN BE APPLIED ON THE LAND
•1 ,,.147 : t
1) A 1-1�;' F�1«I"k:: 1:s i�' ��c��"� l.«5����i C'I=I�i A C:E-i E 0 IN C:�ti,_I L A!\.I D I�i i=Z FEE S C:I IE;
A a.:rlE,; WILL BI—: NEEDED Till TAI::E CARE OF T!•'IiE EFF'L_E-lN,T.
LE:S r.�I A`. --- C, iCOASTAL r E r'(.,D AA ( rA"r - �
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REA TO BE SEEDED 2.F AG
THE FOI, LQI,%i I NG
25,0.0 LBS. E 1— FERTILIZER
8 lyl
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'
250 BALES SMALL GRAIN STRAIM,
THE SEED
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)perator:Carter & Son FarmsCounty: Duplin Date: 12/13/93
)istance to nearest residence (other than owner) : 900 . 0 feet
STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
3672 head ( finishing only) x 135 lbs . = 495720 lbs
0 sows ( farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495720 lbs
:. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet "Owner requests no sludge storage.
Sludge will be removed as needed. "
TOTAL DESIGN VOLUME
Inside top length 450 . 0 feet Inside top width 190 . 0 feet
Top of dike at elevation 53. 5 feet
Freeboard 1 . 0 feet ; Side slopes 3 . 0 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 52 . 5 feet
Bottom of lagoon elevation 40 . 5 feet
Seasonal high water table elevation 49 . 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 444.0 184. 0 12 . 0
AREA OF TOP
LENGTH * WIDTH =
444. 0 184. 0 81696 . 0 (AREA OF TOP)
AREA OF BOTTOM .
LENGTH * WIDTH =
372. 0 112 . 0 41664.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
'n8 . 0 148 .0 241536.0 (AREA OF MIDSECTION * 4)
[AREA= TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81696` 0 241536.0— 416644.0 2 . 0
/ME OF LAGOON AT TOTAL DESIGN' LIQUID LEVEL = 729792 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450 . 0 190 . 0 85500 . 0 square feet
Buildings (roof and lot water)
Length * Width =
• 0 . 0 0 . 0 0 . 0 square feet
TOTAL DA 85500 . 0 square feet
Design temporary storage period to be 180 days .
�. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 495720 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 121058 cubic feet
3 , Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. - Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 . 0 gallons/day * 180 days storage/7.48 gallons
Volume = 0 . 0 cubic feet per CF
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 = 49875 . 0 cubic feet

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r Y \ r'vr +n}x o h Y a ysS 'rJ["C"�,{p>DaYolume«o 25 ea — 2 hour storm
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53437. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B • 0 cubic feet
5C . 49875 cubic feet
5D . 53438 cubic feet
TOTAL 224370 cubic feet
SUMMARY
Total required volume 720090 cubic feet
Total design volume avail . 729792 cubic feet
Min, req, treatment volume plus sludge accumulation 495720 cubic fe
r
At elev. 49 . 5 feet ; Volume is 497805 cubic feet ( end pumping )
Total design volume less 25yr-24hr storm is 676355 cubic feet
At elev. 51 . 8 feet ; Volume is 673524 cubic feet ( start pumping )
Seasonal high wa er table levation 49 . 0 feet
gDESIGNED BY: APPROVED BY .
DATE : 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 . $egkn pump-out of the lagoon when fluid level reaches eleva-
tion � 51 .8 as marked by
permanent markers. Stop pump-out when
the fluid level reaches elevation ,*.49..5 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.

1
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------7--------------------------------
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. To protect against seepage,
when areas of unsuitable material -are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material ( ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction. -

SEEDING RECOMMENDATIONS
_ ----------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
240 LBS . FESCUE GRASS @ 6CLAYEY/ORRWET SOIL CONDITIONS )
(BEST SUITED ON
SEEDING DATES : SEPTEMBER 15 TO NOVEMBER 30
0 LBS . 'PENSACOLA' BAHIA GRASS @ 60 LBS . /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES : MARCH 15 TO JUNE 30
0 LBS . HULLED BERMUDA GRASS
@CONDITIONS)
(SUITED FOR MOST SOIL
SEEDING DATES : APRIL 1 TO JULY 31
120 LBS . RYE GRAIN @ 30 LBS . /ACRE (NURSERY FOR FESCUE)
0 LBS . RYE GRASS @ 40 LBS ./ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 3
LBS .
APPLY THE FOLLOWING:
4000 LBS . OF 10-10-10 FERTILIZER (1000 LBS . /ACRE)
8 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TONSEEDING.
G IS SHAPE
ALL DISTURBED AREA IMMEDIATELY
AFTER
TOEARTH
PREPARE A 3 TO 4 INCH
APPLY LIME AND FERTILIZER THEN DISK
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED ITH AACMULCHACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE
ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ITTISLRECOMMENDEDISH THAN �THAT 8
ON
BERMUDA GRASS. WHEN USING BAHIA,
LBS . /ACRE OF- COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

n.. a. .;�. .,nN r :.gr't n.'(✓1Tty��ii`^j<:i ,i=�".3 , �.
i7
k
, 1 J
Cou Duplin • ' . . ;t a
Dater � l2J14 93 � F k
7TPi
Soil Investigation to Determine Suitability of Proposed Lagoon Site
A total of four (4) soil borings were taken on this site by Billy Houston, SCS, to
determine if the existing soils would be suitable for embankment material for the lagoon.
Two of the borings were made in the vicinity of the proposed lagoon.
The benchmark elevation of 50.00 feet is located on the top of a nail @ Sta. G/5+00.
The estimated high water table elevation = 49.0 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 2 Ft. — SM material (silty sand)
2 Ft. — 5 Ft. — SM,SC materials (silty sands; clayey sands)
5 Ft. — 6 Ft. — SC material (clayey sands; sand—clay mixtures)
6 Ft. — 11 Ft. — SC,SM materials (clayey sands; silty sands)
Boring #2: 0 Ft. — 2 Ft. — SM material (silty sand)
2 Ft. — 4 Ft. — SM,SC materials (silty sands; clayey sands)
4 Ft. — 8 Ft. — SC material (clayey sands; sand—clay mixtures)
8 Ft. — 11 Ft. — SC,SM materials (clayey sands; silty sands)
Boring #3: 0 Ft. — 1 Ft. — SM material (silty sand)
1 Ft. — 2 Ft. — SC material (clayey sands; sand—clay mixtures)
2 Ft. — 3 Ft. — SM material (silty sand)
3 Ft. — 7 Ft. — SC,SM materials (clayey sands; silty sands)
7 Ft. — 8 Ft. — SM material (silty sand)
8 Ft. — 11 Ft. — SM,SC materials (silty sands; clayey sands)
Boring #4: 0 Ft. — 2 Ft. — SM material (silty sand)
2 Ft. — 4 Ft. — SM,SC materials (silty sands; clayey sands)
4 Ft. — 11 Ft. — SC,SM materials (clayey sands; silty sands)
Based on the results of these borings, SOME of the soils available on this site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL,etc.)
for the liner will be required.
y. _

�tCR SS2`fSrG <Y,
Q TIT ".0 L ULA +
r ram•
prppa ,ed:.for , '82•-
Cartar '& Son FarmB'' �
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
SLOPE INTERCEPT PROFILE
TEMPLATE DATA:
Beginning Elevation = 40 . 5
Beginning Station = 0+00
0+00 to 0+00 c\3cl372/3 0 . 00000 ft/ ft
F`r:TION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 52. 8 100 . 0 / 52 . 7 200 . 0 / 50 . 0 300 . 0 / 48 . 4 400 . 0 / 48 . 2
500 . 0 / 50 .4 600 . 0 / 50 . 6
�n
p

` OR-IBX 2/15/88
L.�1Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS•
prepared for
C ax X, t: a X, & S on F a rms
in •
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
EXCAVATION VOLUMES
TEMPLATE DATA:
Beginning Elevation = 40 . 5
Beginning Station = 70+ . 6
70+. 6 to 1+00 c\3c1112/3 0 . 00000 ft/ft
1+00 to 2+00 c\3c1112/3 0. 00000 ft/ft
2+00 to 3+00 c\3cl112/3 0 . 00000 ft/ft
3+00 to 4+00 c\3c1112/3 0 . 00000 ft/ft
4+00 to 475+. 5 c\3c1112/3 0 . 00000 ft/ft
;ECTION NUMBER 1
Centerline Station 70+ . 6
ORIGINAL DATA:
0 . 0 / 50 . 6 100 . 0 / • 52.2 200 . 0 / 53 . 4 300 . 0 / 54. 4
;ECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0 .0 / 50 . 3 100 . 0 / 52. 1 200 . 0 / 53 . 3 300 . 0 / 54 . 0
;ECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0 .0 / 49 . 0 100 . 0 / 49.5 200 . 0 / 50. 5 300 . 0 / 51 . 1
.ION NUMBER 4
Centerline Station 3+00
ORIGINAL} DATA
47. 3 .100 .0 / .'482 200 .0 / 48.6• .. 300 .0 / 49 .1

9
EXCAVATION VOLUMES (continued) .12/13/93 page 2
Cz'CTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0 . 0 / 47.4 100 . 0 / 47.7 200 . 0 / 48. 6 300 . 0 / 49.0
SECTION NUMBER 6
Centerline Station 475+ . 5
ORIGINAL DATA:
0 . 0 / . 47. 3 100 . 0 / 49 . 1 200 . 0 / 50 . 5 300 . 0 / 49 . 7
1

OH-I8K Z1I5188
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared .for
Carter & Sori Farms3
in
Duplin County, North Carolina
Designer Checker
Date : 12/13/93 Date
*******************************************************************************
EXCAVATION VOLUMES
** EXCAVATION ** ; ** FILL **
Bot Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
Width SS SS ( ft) ; Sta ( ft) ; (SgFt) (Cu..Yds) ; (SgFt ) (Cu.Yds )
3: 1 3 : 1 79 . 0 ; 70+. 6 ; 1795. 1 ; 0 . 0
29 ; 1942 . 3 ; 0 . 0
.L12 3: 1 3: 1 79 . 0 ; 1+00 ; 1772. 5 0 . 0
100 ; 7662. 1 0 . 0
112 3:1 3 : 1 79 . 0 2+00 ; 1316 . 2 ; 0 . 0
100 ; 12059 . 1 ; 0 . 0
112 3: 1 3 : 1 79 . 0 ; 3+00 ; 1058. 2 ; 0 . 0
100 ; 15902. 6 ; 0 . 0
112 3:1 3 : 1 79 . 0 ; 4+00 ; 1017. 3 0 . 0
76 ; 19088. 1 ; 0 . 0
112 3: 1 3: 1 79 . 0 ; 475+. 5 ; 1261 . 1 ; 0 . 0

Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS.
prepared for
Carter & Son. Farms
in
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
DIKE FILL VOLUME
TEMPLATE DATA:
Beginning Elevation = 53. 5
Beginning Station = 0+00
0+00 to 13+28 d/3c112\3 0 . 00000 ft/ft
;ECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 52 . 1 100 . 0 / 50 . 3
;ECTION NUMBER 2
Centerline Station 1+22
ORIGINAL DATA:
0 . 0 / 52. 1 100 . 0 / 51 . 9
;ECTION NUMBER 3
Centerline Station 2+22
ORIGINAL DATA:
0 . 0 / 53. 3 100 . 0 / 53. 3
;ECTION NUMBER 4
Centerline Station 3+14
ORIGINAL DATA:
0 . 0 / 52. 1 100 . 0 / 53. 3 200 . 0 / 53. 3 ,
;ECTIO& NUMBER- 5 ti..:, ;;. . ..:,.
' Center Iine Station , 4+14
S l t rti4 h+j '
ORIGINAL' DATA:-

,IKE FILL VOLUME (continued) 12/13/93 page 2
rr 0 .0 / 49. 5 100 . 0 / 50. 5 200. 0 / 57. 1
ECTION NUMBER 6
Centerline Station 5+14
ORIGINAL DATA:
0.0 / 48.2 100 . 0 / 48 . 6 200 . 0 / 49 . 1
ECTION NUMBER 7
Centerline Station 6+14
ORIGINAL DATA:
0 . 0 / 47. 7 100 . 0 / 48. 6 200 . 0 / 49. 0
ECTION NUMBER 8
Centerline Station 7+56
ORIGINAL DATA:
0 . 0 / 48 . 6 100 . 0 / 51 . 4 200 . 0 / 51 . 3
ECTION NUMBER 9
Centerline Station 8+56
AIGINAL DATA:
0 . 0 / 47. 7 100 . 0 / 49 . 6 200 . 0 / 49. 8
ECTION NUMBER 10
Centerline Station 10+28
ORIGINAL DATA:
0 . 0 / 47. 7 100 . 0 / 47. 4
ECTION NUMBER 11
Centerline Station 11+28
ORIGINAL DATA:
0.0 / 48.2 100 . 0 / 47. 3
ECTION NUMBER 12
Centerline Station 12+28
ORIGINAL DATA:
0 .0 / 49. 5 100 . 0 / 49 .0
fll�"
'ION NUMBER 13
Centerline Station 13+28
ORIGINAL DATA:

)IKE FILL VOLUME (continued) 12/13/93
page 3
0.0 / 52.14 100. 0 / 50.3
'1

01 IRK 2/15188
US Department of Agriculture
Soil. Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Carter & Sori Fax-M'C3
in
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
DIKE FILL VOLUME
** EXCAVATION ** ; ** FILL **
Top Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
4idth SS SS (ft ) ; Sta ( ft) ; (SgFt) (Cu .Yds) ; (SgFt ) (Cu.Yds )
3 : 1 3 : 1 60 . 0 ; 0+00 ; 0 . 0 ; 51 . 3
122 ; 0 . 0 ; 172 . 5
_2 3 : 1 3 : 1 50 . 0 ; 1+22 ; 0. 0 ; 25 . 0
100 ; 0 . 0 ; 223 . 4
12 3:1 3 : 1 50 . 0 ; 2+22 ; 0 . 0 ; 2 . 5
92 ; 0 . 0 ; 232 . 0
12 3:1 3 : 1 130 . 0 ; 3+14 ; 0 . 0 ; 2. 5
100 ; 0 . 0 ; 254 . 3
12 3 :1 3 : 1 130 . 0 ; 4+14 ; 0 . 0 ; 9 . 5
i 100 0 . 0 i 500 . 6
12 3: 1 3 : 1 130 . 0 ; 5+14 ; 0 . 0 ; 123 . 5
100 0 . 0 960 . 7
12 3:1 3 : 1 130 . 0 ; 6+14 ; 0 . 0 ; 125 . 0
142 ; 0 . 0 ; 1392 . 4
12 3: 1 3: 1 100 . 0 ; 7+56 ; 0 . 0 ; 39'. 2
100 ; 0 . 0 ; 1637. 6
12 3:1 3 : 1 100 . 0 ; 8+56 ; 0 . 0 ; 93 . 3
172 ; 0 . 0 ; 2507 . 7
12 3:1 3: 1 60 . 0 ; 10+28 ; 0 . 0 ; 179 . 9
i 100 0 . 0 3165 . 2
12 3:1 3: 1 60 . 0 ; 11+28 ; 0. 0 ; 175 . 1
100 ; 0 . 0 ; 3689 . 8
12 3:1 3:1 60 . 0 ; 12+28 ; 0 .0 ; 108. 2
100 ; 0 . 0 ; 3985 . 3
12 3:1 3:1 60 . 0 ; 13+28 ; 0 . 0 ; 51 .3

r
�• ;;, I-S. Department of A riculture
Y r 9
Conservation Service
a r C& S-EECTTON .Dp TA " j "
L ATIONS
r rS '� rorta �a. •� .,.T 34 9 pTeparedf Or
y` ; t),,,,, 'fit .t4at i A, e�H.,,,tN�C' •�k�`' y.?`A
".ti :? k�h . + Cartar & t Sore Farms
Duplin County, North Carolina
_ Designer : Checker
Date : 12/13/93 Date
PAD FILL VOLUME
TEMPLATE DATA:
Beginning Elevation = 54. 5
Beginning Station = 0+00
0+00 to +15 d/5cl275\5 0 . 00000 ft/ft
+15 to +45 d/5cl275\5 0 . 01500 ft/ft
+45 to 1+45 d/5cl275\5 0 . 01500 ft/ft
1+45 to 2+45 d/5cl275\5 0 . 01500 ft/ft
2+45 to 2+55 d/5cl275\5 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 55 . 5 100 . 0 / 53. 7 200 . 0 / 50 . 9 300 . 0 / 48 . 9 400 . 0 / 48 . 8
SECTION NUMBER 2
Centerline Station +15
ORIGINAL DATA:
0 . 0 / 55 . 5 100 . 0 / 53 . 7 200 . 0 / 50 . 9 300 . 0 / 48 . 9 400 . 0 / 48 . 8
SECTION NUMBER 3
Centerline Station +45
ORIGINAL DATA:
0.0 / ' 55 . 4 100 . 0 / 54. 0 200 . 0 / 51 . 1 300 . 0 / 49 . 9 400 . 0 / 49 . 0
y M;.•i �t
�ECTI�NNUMBER 4
erline Station 1+45

AD- ILL VOLUME ( continued) 12/13/93 page 2
�I
0. 0 / 53.7 100 . 0 / 54. 2 200 . 0 / 51. 3 300 . 0 / 50 . 2 400 . 0 / 49 . 7
ECTION NUMBER 5
Centerline Station 2+45
ORIGINAL DATA:
0 . 0 / 58. 2 100 . 0 / 54. 5 200 . 0 / 52. 4 300 . 0 / 51 . 0 400 . 0 / 50 . 6
ECTION NUMBER 6
Centerline Station 2+55
ORIGINAL DATA:
0 . 0 / 58. 2 100 . 0 / 54. 5 200 . 0 / 52. 4 300 . 0 / 51 . 0 400 . 0 / 50 . 6
1

QUARTER M FARMS
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: Kraig Westerbeek
Date: 12/14/93
Farm Operator: &y ion y'
County. Duplin
Distance to nearest residence (other than owner): 900.0 Feet
INPUT DATA:
Sows (farrow to finish)= 0
Sows(farrow/feeder) = 0
Head (finishing only) = 39672
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Lagoon Clay Liner
Seasonal High Water Table Elevation = 49.00 Feet 49.00 Feet
Storage Volume for Sludge Accumulation = 0.0 Cu. Ft. 0.0 CF
Treatment Volume (Min. = 1 CF/Lb) = 1.0 CF/Lb 1.0 CF/Lb
Inside Top Length of Dike = 450.00 Feet 459.00 Feet
Inside Top Width of Dike = 190.00 Feet 199.00 Feet
Top of Dike Elevation = 53.50 Feet 53.50 Feet
,.Bottom of Lagoon Elevation = 40.50 Feet
39.00 Feet `
thickness of Clay Liner = 1.50 Feet
Side Slopes on Dike = 3.0 : 1 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches 7.50 In.
Rainfall in Excess of Evaporation = 7.00 Inches 7.00 In.
Minimum Permanent Storage Depth = 9.00 Feet 9.00 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 495,720 Cu. Ft.
Waste Produced #1 = 121,352 Cu. Ft. #2 = 1219352 Cu. Ft.
Wash Water #1 = 0 Cu. Ft. #2 = 0 Cu. Ft.
Rainfall Excess Evap. = 49,875 Cu. Ft. #2 = 49,875 Cu. Ft.
Rainfall/25 Yr. Storm = 53,438 Cu. Ft. #2 = 531438 Cu. Ft.
Minimum temp. storage volume of lagoon = 224,665 Cu. Ft. #2 = 22405 Cu. Ft.
Total minimum required treatment volume = 720,385 Cu. Ft. #2 = 720,385 Cu. Ft.
Total design volume available = 813,384 Cu. Ft. #2 = 9450995 Cu. Ft.
Volume of Clay Liner = Design Volume of Clay Liner — Design Volume of Lagoon
Volume of Clay Liner = 945,995 Cu. Ft. — 813,384 Cu. Ft.
Volume of Clay Liner = 132,611 Cu. Ft.
:Volume of Clay Liner = ^; ;:"4,912 Cubic Yards r

EmergencyAction Plan
This plan will be implemented in the event that wastes from your operations are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be available to all employees at
the facility, as accidents, leaks, and breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking form the waste distribution system:
• pipes and sprinklers:
O stop recycle (flushing system) pump
O stop irrigation pump
O close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow

• flush system, houses, solids separators:
rO stop recycle (flushing system) pump
© stop irrigation pump
OO make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump,
and pump back into the lagoon.
• if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of
an individual experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: [phone];
after hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident, the
exact location of the facility, and the location or direction of movement of the
spill, weather and wind conditions, what corrective measures have been taken,
and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
296-2160.
c) Instruct EMS to contact the local Health Department: 296-2130.
_2_

d) Contact CES: 296-2143
local NRCS office: 296-2120
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)
-3-

EMERGENCY ACT t011f PLAN
PHONE NUMBERS -
DIVISION OF WATER QUALITY (DWQ) O 31 901O
EMERGENCY MANAGEMNET SERVICES (EMS) b -a o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) cy-ie> a@
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) ac7� ( ao
COOPERATIVE EXTERSION SERVICE (CES) a aiq{
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 property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all'employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this-may 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.
13. 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_la oon-
bottom as soon as possible. 9
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 Heiath 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.
Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: ,/Vl car �,• �% �� ��,,,�,��
b. Contractors Address: o i
c. Contractors Phone: to a r
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: (aw i Co. �✓i4CS
b. Phone: i q _ 1
7. Implement procedures as advised by DWQ and technical assistance agencies t
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
Z

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 property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should. be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may 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 sidewallof 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.
I. 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
MRCS 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: lowcv
b. Contractors Address: ,1a,:�� Leo A)C
c. Contractors Phone: 919-z37 -y-3oo
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: _Jv� dcr� C• Fox
b. Phone: 91 y 7&J -//?3
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

11 -
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production O Vegetative or wooded buffers
O Recommended best management practices
O Good judgment and common sense
Animal body Dirty manure-covered O Dry floors
surfaces animals
F loor surfaces • Wet manure-covered floors O Slotted floors
O Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine O Frequent manure removal by flush, pit recharge,
pits . Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases O Fan maintenance
fails • Dust O Efficient air movement
Indoor surfaces • Dust O Washdown between groups of animals
O Feed additives
O feeder covers
O Deed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling Q Extend fill lines to near bottom of tanks with
anti-siplion vents

' a
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto Poorly maintained access O Farm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Exlension Center
Swine Production Farm Potential Odor Sources and Remedies; LBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge—1,agooii'l'reatmeilt; EBAE 128-88 NCSU—BA ..
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; E13AE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAI-' 103-83 NCSt1—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BA1
Controlling Odors from Swine Buildings; PI11-33 NCSU—Swine 11"xiension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor'Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative: Extension

Swine Farm Waste Management Odor Control Checklist
Source Cause 13MPs to Minindze Odor Site Specific Practices
Storage tank or • Partial microbial O Bottom or midlevel loading
basin surface decomposition [Q Wank covers
• Mixing while filling O Basin surface mats of solids
• Agitatibn when emptying
O Proven biological additives or oxidants
Settling basin • Partial microbial O Extend drainpipe outlets underneath liquid level
surface decomposition O Remove settled solids regularly
Mixing while filling
• Agitation when emptying
Manure, slurry,or • Agitation when spreading O Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions O Wash residual manure from spreader after use
outlets
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
r _
slurry, or sludge on drying ' O Soil incorporation within 48 hours
Field surfaces
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals • Carcass�decomposition O Proper disposition of carcasses
Dead animal • Carcass decomposition O Complete covering of carcasses in burial pits
disposal pits O Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
Standing water • Improper drainage O Grade and landscape such that water drains away
around facilities • Microbial decomposition of from facilities
organic matter

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siplion vents
Lift stations Agitation during sump tank O Sump tank covers
filling and drawdown ,
Outside drain Agitation during wastewater O Box covers
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater O Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions O Proper lagoon liquid capacity
• Biological mixing O Correct lagoon startup procedures
• Agitation O Minimum surface area-to-volume ratio
O Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler • fligli pressure agitation O Irrigate on dry,days with little or no wind
nozzles . Wind drift O Minimum recommended operating pressure
O Pump intake near lagoon liquid surface
0 Pump from second-stage lagoon

Insect Control Checklist for Animal Operations
SourceSourceCause 13M1's to Control Insects Site Specific Practices
—"
Liquid Systems _
Flush gutters Accumulation of solids O Mush system is designed and operated
sufficiently to remove accumulated solids from
butters as designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids D Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than b to 8 Inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation 0 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative Illatter along
water's edge;on iMpUl111dinent's perimeter.
Dry Systellls _
Feeders • Feed spillage; O Design, operate, and maintain Iced systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
f �

Insect Control Checklist for Animal Operations
Source Cause .13MPs to Control insects Site Specific Practices
Feed storage • Accumulations of feed O Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's brain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal O Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure Accumulations of animal O Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to I0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded fior
land application car disposal
O i'rovide for adegriate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, lZaleibh, NC 27695-76 13.

Mortality Management Methods
Check which methods are being implemented.)( ( ) g p ted.)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached.)

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

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

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

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

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

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

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

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

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

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

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

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

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

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