310322_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0322 Certificate Of Coverage Number: AWS310322
2. Facility Name: Byard Komegay Farm
3. Landownees Name(same as on the Waste Management Plan): Ricky T Kornegay
116 � r-Jc 403 RW%f
4. Landownees Mailing Address:
City: Mount Olive State: NC "Lip: 28365
Telephone Number: Ext. E-mail:
qlq-tt7_-403q(
5. Facility's Physical Address: "i91 W tjC 407 kw
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Dupllin
7. Farm Manager's Name(if different from Landowner): Bobby Kornegay.Jr
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestaae Farms Inc
10. Operator Name(OIC): 1-1308 Phone No.: 91 q_,;LA -(,314 1 OIC#: -P)499—'
VIc1y D.
"r Ko P►Y IS Dq3
11. Lessee's Name(if there is not a ssee,write"None'
12. Indicate animal operation type and number.
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 6,155
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (inches)
1 C IsS '7 Q 6''� 69,696.00 .�V
2 tp v?An C 10'i 63 113,256.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: 41-d-
v T• J&rn a Title:Signature: �• Date: � • Z7 l�t
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
r_1 r-1 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.
F] F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
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 by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part-of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm&nEaManager Date
all-1
Signature of TfETWic`al Specialist Date

Nutrient Management Plan For Animal Waste Utilization
05-27-2004
This plan has been prepared for: This plan has been developed by:
Byard Kornegt y Fann 31322 Bilty W Houston
``k7 Kornegati Duplitt Soil & yticrrer Conservation
'75•4 NC 403 West PO Box 219
:tilt. Olive, NC 28365 Kenansville, NC 28349
919-658-3605 910-296-2120
/3jL /w
Developer Signature
Type of Plan: Nitrogen Only with tiIanure Only
Owner/Manager/Producer Agreement
I (tire) 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.
10 '7
Signs ure(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: ILE ,V, 5-119 04
Technics pecialist Signature Date
___________________•' __ _______ - ____________-_
933323 Database Version 3.1 Date Printed: 05-27-2004 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 5,705,685 gals/year by a 6,155
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 13141
Incorporated 22569
Injected 24854
Irrigated 14284
Max. Avail. Actual PAIN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 14,284 14348 -64 5,731,295 -25,610
----------------------------------•--•----------------....-•--••----
�ote: In source ID,S mean:standard source,U mean:user defined source.
*`Iax.Available PAS is calculated on the basis of the actual application method(s)identified in the plan for this source.
933323 Database Version 3.1 Date Printed: 05-27-200.1 Source Page Page 1 of 1

Narrative
This WLTP is written based on an irrigation design completed by Brock Irrigation.
In the Com,Smallgrain rotation the smallgrain overseed may be grazed w-ith any remaining residue
baled as silage/hay and removed prior to planting of the next crop.
Soybeans may be substituted for corn if Mr. Kornegay wishes. The PAN rates wrill be the same for
the Soybean crop as the Corn crop(see attached WUT).
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933323 Database Version 3.1 Date Printed: 05-27-2004 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
// Tract Field Acres Acres Index(1.1) Soil Series Crop Sequence RN E
1317 10 2.42 2.42 N A Goldsboro Small Grain Overseed 1.0 Tons
1l Hybrid Bermudagrass Pasture 6.;Tons
1317 10A 0.36 0.36 NlA Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1317 11 4.56 4.56 NrA Orangeburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.6 Tons
1317 12 5.29 5.29 N;'A Orangeburg Small Grain Ovcrseed 1.0 Tons
Hvbrid Bermudagrass Pasture 6.5 Tons
1317 13 4.14 4.14 N;A Orangeburg Small Grain Oversecd 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1317 14 3.44 3.44 NrA Orangeburg Small Grain Oversecd 1.0 Tons
Hvbrid Bermudagrass Pasture 6.5 Tons
� 1317 4 4.40 4.40 `,'A Norfolk Small Grain,Silage 10.0 Tons
Com,Grain 113 bu.
1317 6 5.29 6.29 N'A Norfolk Small Grain,Silage 10.0 Tons
Corn,Grain 115 bu.
1317 6 4.57 4.57 N,A Norfolk Small Grain,Silage 10.0 Tons
Corn,Grain 115 bu.
1317 7 3.60 3.60 N,'A Norfolk Small Grain,Silace 10.0 Ton:
Corn,Grain 115 bu.
1317 3 2.64 2.64 N,A Norfolk Small Grain,Silage 10.0 Tons
1 Corn,Grain 115 bu.
1317 9 2.06 2.06 \.A Norfolk Small Grain,Silage 10.0 Tons
x Corn,Grain 115 bu.
1319 1 4.99 4.99 N.A Autrntiille Small Grain,Silace 7.0 Tons
Corn,Grain 35 bu.
1319 2 4.37 4.87 N.'A Autniille Small Grain,Silace 7.0 Tons
Corn,Grain 35 bu.
1319 3 1 2.91 2.91 N-A Autnlille Small Grain,Silagc ..0 Ton_
!' Corn,Grain Q:bu.
PLAN TOTALS: s6.o4 56.04
933323 Database Version 3.1 Date Printed;.27 2004
PCS Pave Pace 1 ot'2
NOTE: Symbol *means user entered data.

LI (art,
; ch r ,'.; >: 1``echn lca�:: Ur. C .
Low potential to contribute to soluble None
nutrient leaching below the root zone.
>_2&- Moderate potential to contribute to Nutrient Management(590)should be planned.
�= 10 ;oluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that
nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency
> 10 should be 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).
C
933323 Database Version 3.1 Date Printed 5.27 2004
PCS Pace Pace 2 of 2
NOTE: Symbol*means user entered data.

Waste Ulllix: I'able car [
Nitrugen Comm. Res. Manure I.igwd Sulu) I r,hnu Solid
PA Pert. (lbs/A) PA blanutuA Matnne Manurc Manure
Nutrient Nutrient NulricniA plied Applied Applied Applied
Rey'd Applied pplicd (acre) (acte) (Held) (field)
(ths/A) (lbs/A) ObsrA)
Suurcc Total [fie. Applic. Applic. lllllll
Traet field II) Soil cries Acres Acres CuyO RVH Period N N N Method N g:rllA Iuni 1(WO gals tuns
1317 6 S7 Norliolk 4.57 4,57 Small Grain,Silage 10,0 Tort 9/1-3/31 114 U 0 brig. 114 45.54 0.00 208A0 0.00
1317 6 S7 Nurliolk 4.57 4.57 Coro,Grain 115 hu. 2/15-6/30 *144 0 0 Irrig. 144 57.52 (1.00 202,86 0.00
1317 7 S7 Norlolk 3.60 3,00 Small(irain,Silage 10.0 Ton 9/1-3/31 114 1 0 0 (Frig. 114 45.54 0.00 163.93 0.00
1317 7 S7 Norfolk 3.00 3,60 Corn,Drain 115 bu. 2/15-6/30 *144 0 0 Irrig. 144 57.52 0.00 207.07 0.00
1 317 S S7 Norl'ulk 2.64 2.64 Small(;rain,Silage 10.0 Ton 9/1-3/31 114 0 0 Irrig. 114 45.54 0.00 120.22 0.00
t317 8 S7 Norlhlk 2.64 2.04 Corn,Grain 115 bu. 2115-6/30 *144 0 0 Irrig. 144 57.52 0.00 151.85 U.UU
1317 ') S7 Nortiilk 2.00 2.06 Small Grain,Silage I O,0 Tun 9/1-3/31 114 0 0 Irrig. 114 45.54 mio 93.80 0.00
1317 1 S7 Norl'olk 2.06 2.00 Cum,CTrain 115 bu. 2/15-b/30 *144 u U ]Frig. 144 57.52 0.00 118.49 0.00
1319 1 S7 Aulryville 4.99 4.99 Small Crain,Silage TO Tons 9/1-3131 8-S f) Irrig. 85 33.95 0.00 109,42 0.00
1319 I S7 Autryvi[le 4.11) 4.91)Com,Grain 85 bu. 2/15-6/30 *100 Irrig. 100 42.34 0 00 21 1.28 0.00
13111 S7 AuOyville 4.97 4.87 Small Grain,Silage 7.0 Tons ')/1-31-11 95 Il {I Irrig,. 85 33,95 (LOO 165.35 ().WI
1 311) 2 S7 Aulryville 4.87 4.87 Corr,Grain 85 hu. 2/15-0130 *106 0 {I Irrig. 106 42.34 0.00 200,20 U.00
1319 3 S7 Autryville 2.91 2.91 Small(;rain,Silage 7.0"Pons 9/1-3/31 85 0 0 Irrig. 85 33.95 0.00 98.80 0.00
1319 3 S7 Aulryville 2.91 2.91 Corn,Grain 85 hu. 2/15-6/30 *106 0 0 Irrig. 100 42,34 0.00 123.21 0.00
Iotal Applied, 1000galluns 5,731.30'
['otal Produced. IOW gallons 5,705.69
Balance, 1000 gatlons -25.61
Total Applied.Ions 0.00
Total Produced,tons r 0.00
Balance.Ions 5 0.00
Notes: 1. [n the Iract column, symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
933323 Database Version 3.1 Date Printed: 5/27/2004 WIFF ]rage Page 2 ol-2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
rl pplying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
ma ximum 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)
1317 10 Goldsboro 0.50 1.0
1317 l0A Goldsboro 0.50 1.0
1317 11 Orangeburg 0.50 1.0
1317 12 Orangeburg 0.50 1.0
1317 13 Orangeburg 0.50 1.0
1317 14 Orangeburg 0.50 1.0
1317 4 Norfolk 0.50 1.0
1317 5 Norfolk 0.50 1.0
1317 6 Norfolk 0.50 1.0
1317 7 Norfolk 0.50 1.0
1317 8 Norfolk 0.50 1.0
1317 9 Norfolk 0.50 1.0
1319 1 Autryville 0.60 1.0
1319 2 Autryville 0.60 1.0
1319 3 lAutryville 0.60 1.0
933323 Database Version 3.1 Date Printed 5/27/2004 IAF Page Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization
for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,the number of
animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases.the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for sludge
application. If this is not possible,care should be taken not to load effluent application fields with high amounts of copper and zinc
so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,phosphorous is a
concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
�1a.ximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum:acres Minimum Acres
lb/ac 1000 gal,'ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 77.16 15.1.32 231.49
Hay 6 ton R.Y.E. 300 26.32 38.58 77.16 115.7.1
So)bean 40 bu 160 14.04 72.34 144.68 217.0'_
•-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
9333'_3 Database Version 3.1 Date Printed: 05-27-200.1 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at
the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus
the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the
date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is
equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of
the facility. If the available storage capacity is greater than the design storage capacity,this indicates that the plan calls
for the application of nutrients that have not yet accumulated. If available storage capacity is negative,the estimated
volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates
that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage
capacity.
Available Waste Storage Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 119
1 2 129
1 3 149
1 4 155
1 5 160
1 6 166
1 7 161
1 8 156
1 9 161
1 10 145
1 11 141
1 12 136
*-Vailable Storage Capacity is calculated as of the end of each month.
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933323 Database Version 3.1 Date Printed: 05-27-2004 Capacity Page Page 1 of 1

PIN Required Specifications For Animal Waste Management
I. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by dishing after waste application
"'aste 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. Nv'hen 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).
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.
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933323 Database Version 3.1 Date Printed: 5'27,'200.1 Specification Page 1

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.
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.
933323 Database Version 3.1 Date Printed: 5%27'2004 Specification Page-1

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
Nv oody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
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.
Ir r
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933323 Database Version 3.1 Date Printed: 5/27I2004 Specification Page 33

Crop Notes
The following crop note applies to field(s): 4, 5, 6, 7, 8, 9
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to » 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, 2, 3
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to>j 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% w-hen 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): 10, 10 A
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 1 5-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-lfarch.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
9333'-3 Database Version 3.1 Date Printed: 05-27-2004 Crop Note Page Page 1 of 3

OWN The following crop note applies to field(s): 1 1, 12, 13, 14
Small Grain: CP, iiiineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 1 5-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
NCS U 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-vlarch.
The following crop note applies to field(s): 10, 10A
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage INIUST 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 TMar. 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 2401b/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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
933323 Database Version 3.1 Date Printed: 05-27-2004 Crop Note Page Page 2 of 3

The following crop note applies to field(s): 11, 12, 13, 14
Bermuda ass: CP Mineral Soil, tiloderately Well Drained.
Adaptation: Well-adapted
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Nlar. 1 to Nlar. 31. Cover sprigs 1" to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The follo«ing crop note applies to field(s): 4, 5, 6, 7, 8, 9
Small Grain Silage
The following crop note applies to field(s): 1, 2, 3
Small Grain Silage
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
9333_3 Database Version 3.1 Date Printed: 05-27-2004 Crop Note Page Page 3 of 3

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U.S.DEPARTMENT OF AGRICULTURE \1
•$4I�.CO4ER V ATION SERVICE SCS-CPA-16
I • / 2 -81 •• : . S
ONSERVATION PLAN MAP l
Owner 5YARD KO R IQEC>AY Operator I"
County N IPi I M State LI C — Date l /l ti l a­z,
Approximate acres - J3� . N Approximate scale
Cooperating with D 1PI Ill ,(Al_ d tn1ATFR Conservation District
Plan identification _G-IC, (T17-,11, 1315 1309, 1319)Photo number EZ
Assisted by LIVIA USDA Soil Conservation Service _
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C 250 a:
- . '' a I�M'�{, 1•p' ' B?354
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mm
J �
BYRAD KORNEGAY ;�., `'T'�'° ;•
„ - Ilydrant
t2251 ' O = Air Release('lPP )
- Thrust Blocking o 112.05 ' �•
040
•! .. .: -118 m !Y`il -------- =Alum Pipe O
S! (26 11-•t-6•'SDR 21,200 PSI PI'C ti'
4.
CAUTION: ` .a .j• J r e
Q BEFORE STARTING EXCAVATION,
:; ri99 CHECK FOR UNDERGROUND LMUTIES. �'

brock Equipment Co:
Po Bog 100
BAILEY, N.C. 27807
Phone[phone]
Fax [phone]
This irrigation system was designed for Byrad Kornegay by Shane Ward of Brock
Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
25 feet from property lines
75 feet from property lines with occupied dwelling
75 feet from surface water and perennial streams
100 feet from well
200 feet from residence
All comments and recommendations are appreciated.
Thank you,
Shane Ward
Lee rock, Teclinical Specialist
3-I0-99

FIELD SPECIFICA TIONS
The lowest maximum application rate (inches per hour) _ .5
The lowest maximum application amount (inches per irrigation cycle) = 1.0
Amount of Nitrogen produced per year for application = 14,156.5 lbs.
This plan wets 12.77 acres on T-131810 1319) 1309 (all fields). Corn
overseeded with rye will use 143.75 lbs. per acre.
12.77
143.75
1,8361bs.
This plan wets 22.56 acres on T-1317 field # 3. Corn overseeded with
rye will use 193.75 lbs. per acre.
22.56
7
4,371 lbs.
This plan wets 20.71 acres on T-1317 field # 4-6. Bermuda hay
overseeded with an additional overseedmg of rye will use 400 lbs. per acre
(not grazed).
20.71
4O
8,284lbs.
12836
42371
+ 8,284
14,491 lbs.
**Overseeding the bermuda w/rye and not grazing fields #4-6 (T-1371 will
need to be written to the V�UP. The ditc )h that pull # I4 crosses shall be
converted into a grassey waterway.
This information was provided by Ili e-4vaste utilization Ian.
P

Traveling Irrigation Gun Settings
Travel speed = 26 ipm// 53 ipm; pull #1 OA, & 11 st 1 half of pull)
� P )
Application rate = .48 iph
Lane spacing= 210'
Wetted diameter= 300'
Gun make and size = Nelson 150
RL g size = .86"
Operating pressure at gun = 100 psi
Operating pressure at reel = 122 psi
Operating pressure at pump = 151 psi
Arc pattern = 1800
Flow rate of sprinkler= 143 gpm
Pump power requirement (bhp) =23
Total acres covered (effective)=56.04
Traveler make and model = Ag-Rain 30A
Hose length= 1,000'
Hose diameter(ID) = 3"
Speed compensation = mechanical

Traveling Irrigation Gun Settings
Hydrant-number Length of Pail Ff'fgcLiyLWWih Acres Covered
1 770 255 4.99
2 750 255 4.87
3 450 234 2.91
4 670 255 4.40
5 1000 210 5.29
6 850 210 4.57
7 650 210 3.60
8 450 210 2.64
9 270 255 2.06
10 360 234 2.42
10A 260 105 .86
11 420 105 1.49
525 255 3.07
12 1000 210 5.29
13 625 255 4.14
14 550 234 3.44
Total: 55:18
Exterior Start = .48
Interior Start = .47
Single Pull = .49
j

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I = ((96.3*q)/(3.14*(.09*r)"2))*360/w
where,
I = approximate actual application rate (iph) IF q = 143.00 gpm
q = discharge (gpm) r = 150.00 ft
r = wetted radius (ft) and w=j 180.00 degrees
w= portion of circle receiving water (degrees)
=
Application Rate = 0.48 inches per hour then I 0.48 iph
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
IF q = 143.00 gpm
d = gross application (in) I = 210.00 ft
q = sprinkler discharge (gpm) and s - 2.20 fpm
I = travel lane spacing (ft)
s = travel speed (fpm) then d = 0.50 in
Total Application Amount = 0.50 Inches
VELOCITY IN A PIPELINE
v = [0.408*q]/dA2 IF q = 143.00 gpm
where, and d = 4.00 in
v = velocity of water (fps)
q = flowrate (gpm) then v = 3.65 fps
d = inside diameter of pipe (in)
Velocity of Water = 3.65 feet per second
Byrad Kornegay /4" PVC

� dR�
C( �
TRAVELING IRRIGATION SYSTEM
l�
CALCULATIONS
TRAVE-LING IRRIGATION GUN APPLICATION RATE
I = ((96.3*q)/(3.14*(.09*r)^2))*360/w
where,
I = approximpte actual application rate (iph) IF q = 143.00 gpm
q = discharge (gpm) r = 150.00 ft
r = wetted radius (ft) and w = 180.00 degrees
w= portion of circle receiving water (degrees)
Application Rate0 48 inches per hour then I = 0.48 iph
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
I F q = 143.00 gpm
d _ gross application (in) I = 105.00 ft •
q_ sprinkler discharge (gpm) and s - 4.40 fpm ri '331
I travel lanes spacing ft
p 9 ( )
s = travel speed (fpm) then d = 0.50 in
Total Application Amount = 0.50 inches
VELOCITY IN A PIPELINE
v = [0.408*gyd^2 IF q = 143.00 gpm
where, and d = 4.00 in
v = velocity of water (fps)
q = flowrate (gpm) then v = 3.65 fps
d = inside diameter of pipe (in)
Velocity of Water = 3_.65 feet per second
B rad Korn a /4" PVC

FRICTION LOSS
IN SUPPL Y LINE AND/OR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL = [(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(L/100)]*.433
Mere,
FL = friction loss in supply line (psi) IF c = 150
c= roughness coefficient Q = 143 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 4600 ft
L = length of supply line or hose (ft)
then FL = 22.60 psi
Friction Loss in Supply Line = 22.60 psi
FRICTION LOSS IN TRAVELLER HOSE (if solid set ... enter 0 for gpm)
FL = [(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(L1100)]*.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 143 gpm
Q = flowrate (gpm) D =
3 in
D = inside diameter of pipe or hose (in) and L = 1000 ft
L = length of supply line or hose (ft)
then FL = 19.92 psi
Friction Loss in Traveller Hose = 19_.92 psi
Byrad Komegay/4" PVC ___

r
TOTAL DYNAMIC HEAD
psi feet
Elevation dif. from water to CL of pump- 1 .732 4
Elevation of nozzle- 2.165 5
Elevation dif. between CL of pump
and high point in field- 4.33 10
Sprinkler discharge pressure- 100 231
FL in pump suction assembly- 2 4.62
FL in pump discharge assembly- 2 4.62
FL in traveller hose'" - 19.92 46.01
FL in supply line'"' - 22.60 52.21
TDH- 154.751 357.46
BRAKE HORSEPOWER
BHP = [Q*T'DH]/[3960*Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 143 gpm
TDH = 357.46 ft
and Ep = 0.55
then BHP = 23 hp
Brake Horsepower 23 horseeower
Friction Losses calculated on previous page -
B rad Kome a /4" PVC

Operator: Byard Komegay 1 County: Duplin, NC Date: 03/27/19
Distance to nearest residence(other than owner): 1000.0 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
2480 head(finishing only) x 135 lbs. = 334800 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= 334800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 334800 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/lb.ALW= 1 CF/lb.ALW
Volume= 334800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length(feet)--------------------- 260.0
Inside top width(feet)---------------------- 250.0
Top of dike elevation(feet)----------------- 49.0
Bottom of lagoon elevation(feet)------------ 37.0
Freeboard(feet)------------- 1.0
Side slopes(inside lagoon)---________ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 255.0 245.0 11.0
AREA OF TOP
LENGTH*WIDTH=
255.0 245.0 62475 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH=
200.0 190.0 38000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
227.5 217.5 197925 (AREA OF MIDSECTION*4)
CU. FT. =[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
62475.0 197925.0 38000.0 1.8
Total Designed Volume Available= 547067 CU. FT.

1::
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon(top of dike)
Length *Width=
260.0 250.0 65000.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 65000.0 square feet
Design temporary storage period to bE riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 334800 lbs.ALW/135 lbs.ALW" 1.37 gal/day 180 days
Volume= 611568 gals. or 81760.4 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
per CF
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in* DA/12 inches per foot
Volume= 37916.7 cubic feet

1::
5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/12 inches per foot* DA
Volume= 40625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 81760 cubic feet
5B. 0 cubic feet
5C. 37917 cubic feet
5D. 40625 cubic feet
TOTAL 160302 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year-24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 2.5 : 1
Inside top length===========================> 260.0 feet
Inside top width============================> 250.0 feet
Top of dike elevation=======================> 49.0 feet
Bottom of lagoon elevation==================> 37.0 feet
Total required volume=======================> 495102 cu.ft.
Actual design volume========================> 547067 cu.ft.
Seasonal high watertable elevation(SHWT)===> 42.6 feet
Stop pumping elev.===_______________________> 45.5 feet
Must be>or=to the SHWT elev.==========> 42.6 feet
Must be>or=to min. req.treatment el.=> 43.0 feet
Required minimum treatment volume===========> 334800 cu.ft.
Volume at stop pumping elevation============> 398561 cu.ft.
Start pumping elev.====_____________________> 47.5 feet
Must be at bottom of freeboard&25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 506442 cu. ft.
Volume at start pumping elevation===========> 516141 cu.ft.
Required volume to be pumped================> 119677 cu. ft.
Actual volume planned to be pumped==========> 117579 cu.ft.
Min.thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 3/27/2019 DATE: 3/27/2019
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

� A
Operator: Byard Komegay 2 County: Duplin, NC Date: 03/27/19
Distance to nearest residence(other than owner): 1300.0 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
3675 head(finishing only) x 135 lbs. - 496125 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= 496125 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 496125 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb.ALW
Volume= 496125 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length(feet)--------------------- 430.0
Inside top width(feet)-----_-_ 245.0
Top of dike elevation(feet)----------------- 50.5
Bottom of lagoon elevation(feet)------------ 40.5
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 3.0 424.0 239.0 9.0
AREA OF TOP
LENGTH*WIDTH=
424.0 239.0 101336 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH=
370.0 185.0 68450 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
397.0 212.0 336656 (AREA OF MIDSECTION*4)
CU. FT.=[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
101336.0 336656.0 68450.0 1.5
Total Designed Volume Available= 759663 CU. FT.

I•
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon(top of dike)
Length "Width=
430.0 245.0 105350.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 105350.0 square feet
Design temporary storage period to bE riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 496125 lbs.ALW/135 lbs.ALW*1.37 gal/day 180 days
Volume= 906255 gals.or 121157.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
per CF
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in*DA/12 inches per foot
Volume= 61454.2 cubic feet

o ,
51). Volume of 25 year-24 hour storm
Volume= 7.5 inches/12 inches per foot''DA
Volume= 65843.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121157 cubic feet
5B. 0 cubic feet
5C. 61454 cubic feet
5D. 65844 cubic feet
TOTAL 248455 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year-24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 430.0 feet
Inside top width============================> 245.0 feet
Top of dike elevation=======================> 50.5 feet
Bottom of lagoon elevation==================> 40.5 feet
Total required volume=======================> 744580 cu.ft.
Actual design volume========================> 759663 cu.ft.
Seasonal high watertable elevation(SHWT)===> 42.6 feet
Stop pumping elev.__________________________> 46.8 feet
Must be>or=to the SHWT elev.==========> 42.6 feet
Must be>or=to min. req.treatment el.=> 46.5 feet
Required minimum treatment volume===========> 496125 cu.ft.
Volume at stop pumping elevation============> 500319 cu.ft.
Start pumping elev._________________________> 48.8 feet
Must be at bottom of freeboard&25 yr.rainfall
Actual volume less 25 yr,24 hr.rainfall==> 693819 cu.ft.
Volume at start pumping elevation===========> 689698 cu.ft.
Required volume to be pumped================> 182611 cu.ft.
Actual volume planned to be pumped==========> 189379 cu.ft.
Min.thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 3/27/2019 DATE: 3/27/2019
NOTE:SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

� _ _ _ . . . . . . - - . . . . . . . . . . . . _ : I . . . . . . . . ....
-- . - . .
- --- - - . . . . - _ _- - . _ . . . . . . . . . . : . : : - . - - - - - - -- - - -
- 1 ►.
_
I ;
`� t

PAGE 3
NAME:
OPERATION AND MAINTENANCE
Th i s lagoon is designed for waste treatment with, minimum odor
I . The time required for the planned fluid level to be
reached may vary due to so i I conditions, flushing operations , and
the arnc►un t of fresh, water- added to the system.
Land application ►f waste water- is recognized as an acceptable
method of disposal . Irrigation toy using center pivot , gun , or-
tr-av I er- is thn= preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the f ieIdt .
The f I I ow i rig i terns are to be carr- i ed out :
1 . Beg i n purn,I-c►ut of the I agoon when f l u i d I eve I reaches i r,ver-t
of the outlet pipes or at a pre-determined elevation.
Step pump►-out before the I ago.-i ►n depth is less than 6 feet
deep ►:►r- at a pre-determined depth . (This prevents the I c►ss of
favorable bacteria)
The recommended amount to apply per- i r-r- i 3at i ►n is one inch ,
ar na.; irnurn recommended app I i cation rate is 0.5 inch per hour- .
4. It is recommended that the treatment I agcion be precharged to
1/'* its capacity to prevent excessive odors during beginning
_stages of the operation . Prec harg i n3 reduces the concentration of
the initial waste entering the lagoon thereby reducing c►► c-ir-s .
Solids shc-u l d be cc►vered with, water- at all times .
5. Keep vege-1-73t i ►gin :in the embankment and areas around the l agc►on
and bu i I d i ngs mowed .
��. Rep-air any erode►d areas and estab I i sh, i n vegetat i
7. The Clean ear, Water Act of 1'-)77 prohibits the discharge of
po I I utants into waters of the United States . The Department of
Natural Resc►ur-ces and Community Development (DNRCD) , Wastewater
Management Se t i on , has the responsibility for enforcing this
I aw.
:3. AI I surface water- i s to be d iverted from the I agoc►n to an
adequate arid stable outlet.

NAME: Byard Kurnegay (` PAGE 4
APPROXIMATE NITROGEN AND PHOSPHORUS THAT WILL BE PRODUCED PER
Y ;:�
N I T OGEN (N) 586 56.96-LBS TONS OF WASTE STORED
82 49TONS
PHOSPHORUS (P) 17108.28LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
14664.24 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND OR FESCUE
7 .Z ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON COASTAL BERMUDA
f-36.66 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
Ti i DETERMINE THE EXACT NUTRIENT CONTENT. THE NC:DA LABORATORY
IN RALE I GH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
ONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALE I GH N.C . 7611
PHONE:• 919-72:3-Z655
WHEN APPLYING THE EFFLUENT Ti i CROPLAND IT SHOULD BE DISK AND A
C:i iVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
AC: LAND AVAILABLE FOR APPLICATION OF EFFLUENT
A(=: OF CORN WILL UTILIZE 0 LERS. OF' NITROGEN
A--: OF FESCUE WILL UTILIZE 0 LBS. OF NITROGEN
AC: OF BERMUDA WILL UTILIZE 0 LERS. OF NITROGEN
BEGIN PUMPING THE EFFLUENT" WHEN
THE. FLUID LEV;I-!._. REACHES
------------------------------
D0 NOT LOWER THE FLUID ANY
LOWER THAN
------------------------------
THE EFFLUENT SHOULD BE APPLIED AT A HATE THAT WILL NOT CAUSE ANY
F;;UNi iFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
REC:i iMMENDED AF,�--.PL I CATION RATE IS 0.5 INCHES PER HOUR AND THE
MA.)•' MUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER I RRGAT I ON

NAME: ;'yard Kornegay PAGE 5
SEEDING SPECIFICATIONS
A '_ Ti� BE SEEDED 4 AC.
APPLY THE FOLLOWING
4000 i LBS. 8-8 FERTILIZER
tit TONS DOLOMITIC: LIMESTONE
400 BALES SMALL GRAIN STRAW
USE THE SEED MIxTURE
INDICATED
( ) 200 LBS. FESCUE GRASS
(X) 140 LBS. OATS
( ) 200 LBS. BAHIA GRASS
( ) 16 LBS. WEEPING LOVE GRASS
(::) 48 LBS. HULLED BERMUDA GRASS
( ) 80 LBS. UNHULLED BERMUDA GRASS
D RT ALL WATER T!� A STABLE OUTLET
THE NEAREST RESIDENCE IS 1000 FT.
T. M. 50.r) fit. ELEVATION
DESCRIPTION :Nail in 12" tree @ appir o., . sta. +40 in hedge rc-w
VERY IMPORTANT - PLEASE READ CAREFULLY
--------------------------------------
THc LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
E.`THER A TEMPORARY OR PERMANENT GRASS, DEFENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE Ci 1M-
PL ETED AND READY FOR USE. (WE REC:�iMMD THAHAT THE LAG13 iN AREA, SIDE
SLOPE-Sy DFI,A I NS AND ETC:. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
Nt_iT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUr:H BETTER STAND OF GRASS. )

NAME: Lyard Kornegay PAGE 6
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION
VIE = ---------- --------------------------------------------------
6.0 27
DEPTH C L X W + L W + 4 X L X W J
V!--ILUME = --------- ---------------------------------------
6 27
10.0 1 250 X 245 ..f. 200 195 + 4 X 225 2203
VOLUME = --------- -------------------------------------------------
6.0 27
V!ILUME = --------- --------
6.0 27
497083.3 GU. FT.
VOLUME = ---------
0
VOLUME = 1:3410.5 C:U.YDS.
66300.0 sq .ft.
4 1626:3.9 cu. ft . needed
sr SLOPES

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U.S. OEvAr%i 1 t ml or Aclticul.tuRE
-CIL CON!', RVATI(t!. SLRV+C.(
�:lll_ IC\1'Lrl ICa;1'iOf�! TO DETERMINE SUITABILITY OF 13ROPOSED POND Si'1 E
JA.1lMF,R'S NAM.1,_ A.-� o'r,165 L-�._ lllSTItICi• -
DA,n:. ,.� �. COUNTY��II�
C.S. YHOTO S f IEET N0.�,_ '
WORK UNIT 6-16
WATERSIIfLU AR£tl MEASUREMEI.'Y'S
CRoF.AND- ACRE$ PASTUU._..._ACR]
WOODL.A,ND ACRES TOTAL� ACRES POND CLASS WORK UNI'Y` OONSERVATIONIST
SKETCH OF PROPOSED*POND SIJOWING W I ER; 13ORLNGS WERE MAIM (Appror_scale Im- feet)
' Locals a+lcrertce j+elnt 1n ecnle�liAi of daal and ldrtlh'ty oK ffiit �•: '
-IT
!• +r - t
.}
t
o it-Z-A ILL V�
q2•
SHOW BORING NUMBER AND PROFILE
DEPTH aA•"d"At Carn•a/re and fof/Buoy 60ffnt•lint.11u+1$bonded ana and borrow pit Earingl•Sc"rote Wltl, ve►Neal nd lint.
$ /CanKnved an 4ocA r••Ac"noteraarw SAow water IOU*./sWtlont an dam-slit&-rings.
CALF
1 2 1 3 < S 7 8 9 1 111 12 13 11 16 17 118 19 20 21 22 233
tt
Lim
C. t
t5 G ,
14-
Fr
5-b SG ` +
— — � I T
6 l 1id SG �L. coC- 1.. 1
lJORINGS ltSADT 1?Y'— p �.. SIGNATI)nF� fi TITL1: nAJ
mcr =�•�•

10/08/93 1ba21 a 919 296 2107 UUPLIN CO. FINAN P.05
r
1 t)• )`A'l''•P%IA7. 171gc_ t.r:.D Ii; Fioj.i
��
..D CLASSIFIG/.TJOI� USDA CLASSIFICATION t
CM-well graded gravels; gravel, sand mix �-gravel
P-Poorly graded gravels =
-r1+1-Silty -avels; gravel-sand-silt sand
n>tix- .
GC-Clayey gravels; Crave l-sand-clay mix v fs-vcry fine sand SW-Well graded sands; sand-gavel mix sl-sandy-loam
SP-Pootly graded sands sI-fine sandy.loaai
SM-Silty sand - -.loam
SC-Clsand-clay �L-eravelly learn• ;
biL aycy sa d�, mixtures '
-Silts;Silty,,
fine sands;sand
CL-Cls Yorclayeysilt. .si1-silt loam.
ys of low to medium plasticity '
CH•Inotlanic s of el-clay loam -
.clay htglr'plasticity':"''':��:� �- sicI-s}1tylGlBy loam-
MH-Elastic silts .. ;
•=i t silt scl-,sand clay loamt
OL-Organi: !t., stnd •
UK-Or-Organic y,clays, low plasticity sic-silty clay ;
g e clays, medium to Nigh plasticity - - c_clay
I. Suitable we'terial for einbanZz» nt is _C available :CDYea No •(/ndica[e tthert loe.,fed
�sys.s.sldv on [h%skekh on
KEMARKS:
Hold la3oa,, bGffor, 4v
GOAi4evc.f Corp, +ror,&A
a��rox�ri•a��lY. .2r,��� alec�, .,►.,c��.► .
-EA+; G oj;kc.
r-rPlain bazarda requiring special attention in design (S«„ape.sl,,[,V.. arW
is I ti
GENERAL REMARKS:
24 ?S 26 27 213 , 29 30 31 33 33 34 35 3G 37 3s 3n SO 41 42 <3 I <5 46 <7 < r -
44 48 l� 50 51
I I 1
! L I I !

1 1(
WASTE MANAGEMENT PLAN
AND
WASTE TREATMENT LAGOON DESIGN
FOR
BY KORNEGAY
MOUNT OLIVE, NC
SCS DOES NOT CERTIFY BEFORE BEGINNING EXCAVATION
THAT EXCAVATION AND LANDOWNER 1S ADVISED TO CONTACT
FILL VOLUMES ARE ULOCO TO ASSURE THAT UNDERGROUND
CORRECT UTILITIES ARE NOT DESTROYED
1-HOO-633-4949
a
/ 1 8
1 ' , W A Y N p E� lil! �-'� �w�. C O U
12! A \�'_�jr I ry
i
tAr 121! J= v 1a33 t> f�
403
♦ o .7 I
♦ dead _ 3Z2� 1 ( 1224
�r;•. r3 Isot :? RQ � � � ? 1 yt ].I ' 35'1
�
12L � 12li ;%i
12a im
122t
1 �<<p`` »� lift=.DO f�1� ts�� �f 124) 1?2Q CAL ! chapoll
V c\ayP
Lutlam !P
1w
JULf ► j 122!
:i n 1 £ 'i92
CIp,7 r ,/i fAS 1.0 �> V 1244 ^ r 'J /r
30 t]�0 m ► .0 ! 12zZ Luf
// ♦ V 1 .Q
�. •, L �Z
f 4 0, ar•' ��
• .sue 13w Ca 1242 .V
/ l 1Aanl1 1 J
1.0 3 AW&t 124Z
�07 ► '3 • ► t. A 3 2 L� 12!! Ip•r deaula�vl lev t L r s 13�L •a
�►y i J is b -um �� ? I�U"nu
l21l 2 ford ma
OL 12li �w li45slMlO► !!3Z i 1244 •1 1l42 1
� �. � I�sa a 12D1 .'i,'. A •S � .d. 4
1241 b �� :-. •� / Ltl1 ds� '0 1 124! 1" 321
'7 r l222 `• Isos '�� �> �9 � C
\ 1 1!41 • Roolr l6 ,0
u• • 12:• C/ '' e.a ' Lm '• y
crouma&
to
13 1?!1 ,a � 124! ' 1i42 l24t•
� J !24! •�io � 1 soy'
'► 1UZ ow left y41 V <6
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y 'O �241
im UK IM im a 1LU 122Z Crwk
1.1 Wso .w/b
>2&9 T. _ ..lam / b.r� .0 no Se ��

'
'
NAME: BYRAD KORNEGAY .
�
COUNTY: DUPL%N
TYPE OPERATICNx 3675 FINISH
TO'7AL REQUIRED VOLJME 744874 CU FT
TCTAL DESIGN VOLUME AVAILABLE 759663 CU FT
ESTIMATED:
VOLUME CF LAGOON EXCAVATION 17259 CU YDS
VCLUME OF PAD EXCAVAT [ON 184 CU vDS
--------
�OT�L EX��A'/ATION l7443 CU �DG
OF PAD FILL 92 7 y��
VOLU��E OF DfoM ' 5240 [U �DG
'
TOT�L FILL l CJ Y�S
'
� ESP-I!1ATE FOR CLAY LQ\!�--F 1.00 CU V17;
' ---
'
- .
'

. ` .
^
/
'
� .
O- erator:BYARD KORNEGAY Countyn DLJPLIN Date: 10/29/93
Distance �o nea re,s residence (other than owner BID C).0 feet
� . STEADY STATE LIVE WEI8HT
3 sows ( farrow to ilish) x 1417 lbs.
0 so�s ( far'ow to feeder) x 522 lbs . = 0 ibs
3675 head ( finishing only ) *�6125 lbs
� sows ( farr 3w to wean ) x 433 �bs. = C lhs
0 head (�ean to fesder) x 3/) lbs. = 0 lbs
TOTAL STEADY STATE LTVE WEIGHT (SSLW) = �96�25 lbs
MI�I M! M FlEOU I RE� TREATME�T VOLUME OF LA8OON
�ol�me = 125Treatoe�t Volume(CF) /lb. 5Si��
�reatmer � Vo �u.me(CF> .'lb.
ume = 496125 cubic feet
SLUD[z"E 4C�U�ULAr
NOT C3MPUTED
AT O�KERS . S_U�GE
'DES
[nside top ) ength �30.0 'feat ; Irs1de to� w�d�� '`4�.0 �eet
elavat�on
Si�e
�era� o��igr �agoop liqu1� 47� . 5 fe�t
9ct|.om o� eleva�io�
us1ng moidai ''ornu!r
4 '��TH
42�. 0 23� .0 1J1336 (�7EA �]F ''CP`
ARE4 JF BO l'TOM
DTH = '
370 .0 �O M TTO ) .
A OF ��[D�ECTION
LENSTH * WlDTH * I.
397. 0 212,3 336656 (AREA OF MIDSECTIO� � 4 `
[A�EA TOP + (4*AREA MIDGECTION) + AREA BOrTO��
101336,0 336656.0 68450,0 1 ^ 5
VO��M� OF LAGOON AT TOTAL DEGIGM LIQUU LEVL

-
/)
~^ TEMPORARY STORAGE REQUIRED
DRAINAGE APEA:
L�goon ( top cf dike)
Length * Nidth �
�30.0 245.0 l05350.J square fee�
Bui!dings ( roof and lot water)
�ength * Width =
0.0 0. 0 0.0 square feet
TOTAL DA 105350.0 �cua,e feet
gn tempo~ary storage riod �n be 1S0 �ays.
��. »clume of waste produced
��pro�jmat,� daily producticn of oan�re i� ��F/LB SSLW �.00136
Volum� = 4�6125 Lbs . 3SL� � CF of maste/Lb. /�ay * 180 d�ys
une b eei
�� , Vol�me of wash water '
is t�e amount of fresh wat�r u�ed for �ashin� floo's or »olume
of �resh water usec for a �� �*� � /s�em. Flush sy�tems th� � recircul���
ih� ��goor. �ater are acco�nted fcr �� ��.
p�r CF
feet
��' ','olu':o ,�f rainfal l in excess of �«z�o-*�ion
U*e ps�io� of t1/oe when rain�a ' � �,reyds e/ep�rat�or �, ,ar�est a���'`�,
12� �ays exress rainf�l /. = 7.� �n�he�
Vclume = 7.0 in nches pe- fuot
oolume 54 .2 cubic feet
\�
�

Lt rr,e 2 4 h is!t r s t c)r-,-ii
7. 5 inches 12 per foot- Dri
G 4 LOD
--D TEiMlr-? Fi'-!)c--%," TO R:`GE
1-2' 4
6 -4
b
1
17.
I
r:j-�r Cj
iFl M.
7 C.:'.
CLA-i
PA"lci,e�ZuZ4%,-s,4-4L
f
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
I FILL VOLUMES ARE
T T
CORRECT
....... ....... ....................... ........................................... ....................................
----------
...................... ........................ ........... .........................
....... ....... ..........L..-.."-.--.......
...........
c/c/cR:xecp 49t3oe r,4f- 4::,

'
SEEDING RECOMMENDATIONS
� ____-_-________________ .
AREA TO BE SEEDEDx 3.0 ACRES
�SE THE SEED MIXTURE INDICATED:
180 LBG. FESCUE GRAGS @ 60 LBG. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEE]IN.3 DATESo GEPTEMBER 15 T[} NOVEMBER 30
0 LBS. ' PENGACOL4' BAHIA 8RA8S @ 60 L88. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
0 LB . HULLED BERMUDA 8RAGS @ 8 LBS. /A�.
(SUIT�D FOR MOST SOIL CON�ITIONS)
9EEDI;JG DATEG: APRIL 1 TO JULY 3�
90 �BS. RYE GqAIN @ 30 LBS. /ACRE (NURSERY FOR �ESCUE)
0 LBS. RYE GFASG @ 40 LB8./ACRE (TEMPORARY VEGETATIONN)
SEED NG DA ES: DECEMBER 1 TO MAR�H �0
\
'
4PF'LY THE FOLLOWlN8 x
10 RTILIZE,::%' ( 1000 LBG, /4CR��)
b TO��S OF DOLJMITlC LlME (2 TO�S/ACRE)
30� BALES OF SMAi.L G�AI�J ST�AW { 100 B�L��/A�RE)
'
ALL SURFACE �RA INS SH3L�D BE INGTALLED P�I OR TO 8EED ING
�iL D%STU�BED AREA IM�ED ATELY AFTER EART�
ArPLY LIME �ND FERTILIZER THEN DISK TO P�EPARE A 3 -O 4 I��H
S��Df�ED. APPLY SEED ANJ FIR^> SEEJBED WITH A CJLT �PA�K��
OF S�M�LA� E�U IPMENT. APPLY MULCH A�D SECURE V I rH
� tCH�RING TCOL OR NET�IMG.
1 . PE�8ACOLA B AH�AGRASG [5 SLOWER TO ESTABLIGH T�AN
BERMUDA GRASS. WHEN U5ING GA�IA, IT IS 9ECOMMEN�ED T���� 3
LBS. /ACRE OF —OM' O^J BERML:D BE I 0ED TC cROVIJE
UN��IL BAH IAGRASS IG E5TABLIS�ED.
^

..
' DH-Ver~1.44
US Department of Agriculture
Soil Conservation Service
� CROSS-SECTION DATA '
QUANTITY CALCULATIONG
prepared for
F."iD Kf_C;Fv,1r,-1-��������
in
DUPLIM County , North �aroli'�a
Designer : GLENN CLIFTO N Checker
Cate : 10/28/93 Date _
Jcb 404
******************* *****************�**�******
LAGOON EXCAVAT[O�
Beginning Elevation = 40, 5
9eginnin� Station = 88+.5
8G+. 5 to 1+00 C\3CLlE5/3
1+J0 to 2+00 C\3CL�85/3 0.0000� ft/ft
�\3CL185/3 0.0000� t
�
3+0C to 4+00 C\3C�185/3 0.00000
u+A0 to 4�78 C\�CL18�/3 0.000�0 ft/�t
NJMBER 1 '
��nts'�ire S�atior GG+. 5
40�
C�cterlire Stati�r 1+0A
[AT4:
�e���rlina Sta�ion 2+00
O�IGI��L
20C.0 / 48.4 300. 0 / 47.� 400.0 / 46.4 50�.0 / 46.0
ON NUMBER 4
� [enterline 8tation 3+�0
CRl3INAL
300.0 / 46.4 400.0 / 45.9 500.0

. / ��
LAGOON E��nVATION (continued) �0�28��3 page
^
SECTION NUMBER 5
rCenterline Station 4+00
'
ORIGINAL DATA:
200.0 / 45"9 300.0 / 45.4 400.0 / 45.3 500.0 / 45.6
SE:TION NUMBER 6
Centerline Station 4*78
CRI8INAL DATAx
200.0 / 45.3 300.0 / 45.8 400.0 / 46.4 500.0 / 46.4
'

OH-Ver-1^44 '
U8 Department of Agriculture
' Soil Conservation 8ervice .
� PLANNED '
QUANTITY CALCULATIONS
prepared for
��N-O� F-,,3D ��t- T--,,P,4-E-E U-3 4,-,h��
in
DUPLIN County , North Carolina
Deeigner : 8LENN CLIFTON Checker
Date : l0/28/93 Date
Job Number 404
* **�*******�***�*****
LAGOON EX�AVATION
| ** EXCAVATION ** | ** FILL **
t Left Rig�t Off-C�- | CL Dist | Area Volum� / �rea Volume
(Sq u.Y Y�s)
. . .
. . .
265. 0 | 88+.5 . | 1510. 5
1510. 5
5839.8
1295,6
103lC. 5 | 0.0
141 �3,2 | 0 0
4 78. 1

O8-Ver~1 44 ` '
US Department of AgriCulture '
Soil Conservation Service
� CROGG-SECTION DATA .
�
QUANTITY CALCULATIONS
prepared for
������ID �r::��������C-3 4f.-N 1:4
in
DUPLIN County , North Carolina
�esigner : BLEHN CLIFTOM Checker
Cate : 10/28/93 Date
Job ��umber 405 .
�n****�*****�*�*�***�* ***************�** ********Avg*************** I******
PAD FlLL
����LATE DATA:
5eginnJing Elevai:icn = 51 .4
Be rning Station = 0+ 5
0+ +. 5 D\42:L4C0/4 0 . 00000 ft/ft
�+.5 to +5 0 11)\4C1-400\4 0.00000 ft/ft
+5C to 1+00 D/4CLt00\ell. -.00250 ft/ft
\ 1+�0 �o 2+0� J/4CL400\4 -./)0250 f t/ft
2+30 1)/4CL400\4 0 .0000() ft/ft
�E�TIOK N�M8�R l '
[e��er�i�e S�ation 0+ 5 '
SRIGIHAL 1WrA1
52.9 10() .'� / 53.0 200.0 / 52.0 300.0 / 5O.4 Lit?0. Q / 48 .6
ITS.6 �8().0 / 52. 1 �00.0 / 52
Ce�terldne IS.tatior 5+. 5
W |GINAL DAMx
0.0 / 52.9 1y; . » / 53,0 200. C: / 52. 3 300,0 / 50. 4 0 42 .�
4 0 C 1 / 52. 1 500.0 / 5Z. 1
N�]MBEFR 3
Centerli'�s Statizn +50
�RI8IN�L DATAx
0.0 / 51 .7 100.0 G 200.0 / 50.3 300.0 / 49.0 400.0 / 47. 5
450~0 / 47.0 480.0 / 51 .3 500.0 / 51 .3
EEC�ION �UMBER 4
Centerli'`e Stetion 1+00
[RIGl ATAo

� .
'PAD FrLL [continued) 10/28/93 page 2
-
`
0.0 50. 5 100.0 / 50.6 200.0 / 49.5 300"0 / 47. 5 400"0 / 48,4
r450.0 / 46. 1 48().0 / 50.4 500.0 / 50.4
SECTION NUMBER 5
Qenterl1ne 8ination 2+00
ORI(3INAL DATAx
0.0 / 49.2 l00.0 / 49.5 200.0 / 48.4 300.0 / 46,8 4A0.0 / 45.9
450, ? / 4,5.3 480.0 / 49.5 500.0 / 49.5
SmTum NUMBER 6
Centerline Gtation 2+30
�RIGINAL DATA:
a9. 1 / 49. 5 200.0 / 48.2 300.0 / 4t`.7 400.0 / 45.B
45q 45.3 480.0 / 49. 5 500.z,:) / 49.5
-
'
'

US Depa/ tment of Aoric %'ture
' Soil Conservation Service
�� ce.
PLANNED .
�
QUANTITY CALCULATIONS
prepared for
��V� P�F;z,1D te.:Ch FR P4 EE G'dc-) 4v,' F-3 -!E>
in
DUPLIN County , North Carolina
�esigner : GLENN CLIFTON Checker
Date x 10/28/93 Date
Job Humber 405
*****��****�*****************m***************�*�********Vy1.*x********m**�
PAD �ILL
� ** EXCAVA'.'ION ** | *� FILL **
T�s Le�t ht Of /-CL | C� Dist | �rea Vo ume | Area Volume
( ft) | (SqFt) (Cu.Yds) (Cu.V�s)
0+05
C.0 | 977.3
40�5 5G.0
7610.0
'
'

' UH-Ver�.44
US Department of Agri . ltu .
-
. Boil Conservation Service.
(� PLANNED '
QUANTITY CALCULATIONS
prepared for
IT<C-)3 ,N.il F_ ������
in
SAMPSON County , North Carolina
�)esigner : GLENN CLIFTON
�ate � 10/2��/93 Date
Jo� Mumber 4 6
'k** * **-IN
PAD EXCAVATION
Fl LL x�
Right D1st | Area Volume | 4r�a \�olume
8ta ( ft) C.
| (SqFt) ( u.Y�s)
20(� 4 80
l68.
\�
4
'
` .
'

' U.G. DEPARTMENT. OF AGRICULTURE �~ 12 '
' GoiI �,ons�rva+{ -I Service K Rev. ��8�
. . . �� ~
'
EARTHWORK COMPUTATION SHEET '
C� NAME: BYARD KORNEGAY .
`
SETTLED TOP DIKE ELEVATION 50. 5
TYPE EARTHWORKx X Dike _3: l_ SG _ 12' _Top: Excav: Pad
STATI EV,, FILL END AREA 8UM OF DISTANCE DCUBLE
GROUND HEIGHT (8q. Ft. ) �ND C. ( feet) VOLUME
1 .6 26.88
5� 48.B 1 .7 29.07 55.95 51 .00 2853
�51 47.6 2.9 60.03 B9. 10 100.00 891A
257 46,6 3.9 92.43 15Z.46 106.g0 16161
293 46 192.06 36 .00 6914
393 46.0 4. 5 114.75 2l4.38 100.00 21438
493 45.6 4.9 130.83 245 24558
4.9 130.G3 261 .66 �.00.00 .26l66
99.63 230.�6 106 .00 24�29
8�5 46.4 4. 1 99.63 199.26 106,00 21122
9�5 45.9 4 .6 1l8.68 2l8.31 l�0.0{ 21831
4.6 ll8.6� ?37'36 51 .00 12135
i062 At 4 .9 130 .8� 249. 5l 106~03 26448
11�2 46 .6 3.� 92.43 223,26 l00 . 00 22326
1262 4�. 1 2.4 46.�8 �3E}. 51 100.00 13851
1362 �9 . 3 1 .2 18.72 �4.G0 100,00 6480
139� 48.9 � .6 26.88 45.60 36.0� 1642
'
---- -------.....-------.....
---
13�8.�0 ��7234
����������������`���
1 . T.` �ble �olume of �i ! I = 12�61u.9 Cu. Ft
2, Vo�ume of f1ll ( line 1/27) = 4763.6 Cu. Yd .
3 AI �owance for s�ttlement( 10%)= 476'/� [u. Yd .
� . T�ta � ����c 'ds (2 + 3) ) = 52�9.9
�000pute� by : S�EN* C| lFTON
�}ate x 10/28/93
C�e�ke� by :
`

UN. S. MMIMICAGRICLUM MC•ENa-i0
'Soil Carowvatlan lwvice _ Asti. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAIL: BVAP&O KoanEGAy Date: /D/z7/93
County: bupw n
Address:
ENO1w 4na o
mot MA'E.3 To 1
Avg. TOP May. /
MOTION
/ AVE. SOTTM ELEV.LOGIN
/
(*w back for vote calculations)
Use of facility: WAM 7R-CA-rMen7" L AGDon
capacity% 56 S Z Z 79 "llaM Ft3
Soil Type:
Bench Dark Dener pt on n 7 t. i n oc.p a TREE LoeATED ;!Fo
S0LJTH Or LAST $yi&p-qg, of axosnne. Sire ,7Exr To WoeoS
ou
Batt= Elev. +0.5
Normal Liquid Level Blw. 49.8
Storaqe for normal Precip. (+) Ft.
Ka ximum Liquid Level Flew. �!8
25 yr. Storm Storage (+) . 7 rt.
Crest SOW Elev.
Kax.Flout Depth (+) _ Ft. _
Freeboard (+) I.o Ft.
Top of Dam Eleve moo.s

3y,2,.a Keanecny-
DdOL�A Cc
TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
Confinment Building Top Width
Settled Top Elevation 'SO.S
ell PAD 3E6m PAD
_ _ OUTLET PIPE ELEV. - -
41
SS
Pit SS sw SS
TREATMENT
st LAGOON
�t
it Depth = r 8�3
" Pipe (Needs to be adequately
supported)
Bottom $levation `10-S
• f

' T Y P I CAL aj'-SSC`rI0N OF
LAGOON CONSTRUCTION WITH
PART IAL-•CLAY LINER
1 I FOOT THICK CLAY LINER
FILL l (MINIMUM) FILL
� AVERAGE GROUND
AVERAGE GROUND
VARIABLE EXCAVATE THIS AREA AND VARIABLE SANDY MATERIAL
SANDY MATERIAL BACKFILL WITH 'CLAY NO CLAY
NO CLAY
I FOOT THICK I FOOT THICK
CLAY LINER CLAY LINER
EXCAVATE
SANDY CLAY-CLAY SANDY CLAY-CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
35o Too CUBIC FEET = D
AVERAGE DEPTH TO CLAY Z- X I FOOT THICK X DISTANCE == CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS

OPERATION AND MAINTENANCE( !AN
1
This lagoon is designed for waste treatment ( permanent storage) with
mine odor control . The time reOUired for the planned f luid level to be
1-each: -r-; ( permanent + terri o!''ct.!'»;•' storage) ^tay vary C.ue to oil =ors diticans
..!t c'!j�erati�_'ts qn(:� ti'i =!iilrt;.l!'1't'. ofi'i"r�:-.1 ;,.gamer !Cld ?(� to t:j"1!? "�; 'FCre?
t ~'4 Sinned S months tegipora! ;= stor%!;x•' i c an est-3;malted vol_tale
1 . 1 ) I;<d A- .t.. f!`"o rTt animal- ; 2 , excess- r n._n f c:s. 1- after
..,. .�.1..1 P1» "I(; r t'.• 2 0�!f �1:i �i�+ r . r• ..� '�•! •1_, .�'!' �"!f�r=� �^�� r::i n�:! } -' 1. r-•.�, _ j...f!... , ..r J.:�;• ) r a n-f a 1 hl �. ' _-l 'l_h•I e
;-Z f c-*e a per,. 2�I v:��. `Ste. •� � I i "S 1;�'Z' ��I r-�� 1,'! S!"��"r�i'r�r I3'-o
_ it _._ 1 r ... .=1!' e h I::« V ' t_t!'-:f .� =r !i..! _ i r!
r'i 71 I:in i t:_.!' L!t at rl_..i11_!1`• Y`,1 i L r• e c�� t !.�t f_'�'_r}Si -=•!�..{
-v;7 t f' `: .r. T'! _._.. Tom' _ i.}}L't-1„l= _•r l 1�h Y•a !.cl f e;!,_�r.1 S
lq »! _!•C; C q 1 1:t 1 �"r: _J I i. ...._E.. .j_. the ! 1. i rs _ i ri !1! !:�+
T"Iw i'`1 .'Pamir? e:!firI._I:.? t�.`.:r:�''._-:� r•��!-;'�r+.� w i— a.!�}�.rn:.i:"i::t1=r�1 _' ri 1fli hes
. r
! ,..-. i �•!r.i:�. , C:!'-1 �i=��i y1 C.' 04, : :+.f i c h:_-_ i_�'n. e_.r_Cam'`_ is i--a 1.!i t �i 11 i'i 1 �• � ►'S�f.r d 1_y_ b
ri t: _t iw'.=1.1�1-` !hi_• i25 �1t=:tr ? r��.!-!'1 !�. � w�..4 .i. !-r� fJ�:' r�. f c1i_�_3�1F 1, __�ti.'•�� -
:- _ - i r -tL�r
-i I'•!!"a i r:I_I rri!_I i!-!g '-is c,1�';, �r!,1 �. ...!^I_»r 5 i:.r'I f''E;'"I rS{' V{
r'_!':.1=.;.. P .. H r"%l:'1}t:!_t:i'} e-�!'_,v---. . I 1 _._. f1 t~+`:?I ill 3.n:.� �»n ea,....! i ''.,t 7+.;1 ...... �I_f1.i,n
G'I i. !',•' lam' :�iL '��F;� 7 .4`::�'�' ». .... {:i.'. i~'•='� .._ �
t~} ct 1.?1:.. !... .i-,:
,__.»:3 C.
inn q !
R Del ft..:
� �`;.»r.�� !I i•.,i �.i'_!'" �•!1:1'•.�» .... .» ».!}_„'��•:� .}. ....'i. ..!:! !..�!�.�S L:.`.[. L'�.:.�.!....{
!! _ _
_•..;:r 1J.i 1'-'}t:.:; c:!! �r 1 7 i"i 'i 1,' !y .••� - ••:: .••: ' r ,,? .7:s L, ..t ! w.; .t ._ _ l
1? .... t. 2.!-. _. .._}f..._. t ». ._.i�:: S. » i a, +»..' .;.._••_ �'.Z.I:"!!: al i.�._.. _ ;�t`. i�..:�'::�... � ? >: _....
I_! r", ;r.-«_nI ?'i t... .. f'r- G{• (T.E`r ("!'�'�•l ....` •_ :
"?•? •�! 7I �_f»... !r µ.}1..5�� !:+iT ;a . A,1t:/ I. ! IT"•_.; _ �'Wi•�,.t,}_ h;.. ._ _
o _r:~t:_.:_. cz, ..?t!'. .... .... ...... C:i.«s ....7..'r._ = t__ii•l i....� ._....�_!»i."� !':.1. !�%._ .. _._._t 1 _.....
r_.: t«!•: = i » r r.i .•�1 7•� `IS''+'� 1 '�(_,::f" r" •=r
1'`
-! ;'... -! !rJ L J.c.:; l t.47 _''' 7:>l.;! _:'+ U;I::, t-..,Y. t.:r;-.r...,ra...I -• ;-► :i!: �!; :a, :a.
1".._ ' } r_{ = ":f', _ `rf!"'�-!•- !_r�: -t •j i'} : --:.1'!' i,rt!...' �.IJ
1: 7.'' » _lt _ _ <_i '7•:'.l__ �I i' »t.` ' i r t _ yy »I r'I
_.. .._ 1.' i!=. ! �+ •% ._ 'li; ur,,;_-,.... !r.. IM :ri]\ �l ! < }IIMi'( ��'I
_ _
a
• �. .. .«.�»!r .:): ..i ' ti:'.'i_.?..!i!ii.:»I�:l.J i_ ...j �_j_!_,:,.`. .r�_},::. '�•• •»j,;:.:i �». !•..... �... ... ... .:l.'}� ::' ... _. •.
.. :. ... 7
kIR
1..._l .. ..1 ._. _. .. ... .��:». I i!•,�;�t». _-It t:.:'!..! '.N"!'1 ..r! .. .. ....._, 1,7 }.
r _
ri
;.. -
t -1• ..':� 7!','_ t j.•.! ...'f.. !_'+_..::i��..'".' .4 I _.. .. •�• t......
tt t._ i _ ,r.1� .. r'i.!'I�;._a r'•:f;..}�'�' __..'i t_+.1....,..1 .�!'_;r {.� '_..{_.�.!!i._ „'i 1+,�:_..-• I-_.• i __.. _. _'.'. ..::!'__1 _.....i '7
G. '!r:!o („j j.E::4.-t• ti. n S _. s n a'- f::'di ii n !" r, .:'_'K e!'_ ., 3 l..i
ra r'^�'!. ea !.E-' ,! 1,I.,`} t r n _ ;'- f ,::;i'f'1?" ._ _, ;� ?.+L i ? r•r'j.!. 7 Y:
..!'; .• _ ,-^,!1 r- �'!:� '1'. !»I` C:'1`' ti t_�! f„!i 'i=..�i_. �....: !i:•] �.:_i:_!'._ �_!'! ...:L'�7 I"'•�.!.J ... '
:'. T(••} # ,�r'! f:. ffi ,!':'!' r.'.t r ; !.1 :.!t-!P. � ..
».LLk?f._'i j_Ic_! i'"»_}i• _....
r;it=r`�[`}� �% [rr1!il t�=_.: tf, �/
i

4 he r=ecoff ided maximum amount to ap� per irrigation is
ane `(•i) inch and the recommended ma,:imam application rate is 0.3
inch per hour.
5, ee . vegetation on the embankment and areas adjacent to the
lagoon mowed annLUE--tl ly . Vegetation shOUld be fertilized as needed
a v i aorcaus stand
i�: i•' �}%.:ir- any eroded a!re v- or r ra•as r:aMlaged !_iy ro eats, and
�,E!r,••. ^��_e , y�nof-•f i s to bf.� c!«..v��, '��:,��,tid ?'� orr� �h�: � an Ql w.
••, «, c t - t , „ o, !'_: r,r rr. .«�7.',_ i ;-}•..:T f r t j r _,
-a�5�«_ _:! P(}...r•.I ri!:_;!:� �}t •.� '�•L•r'ti , �:� .r .a'�•• r,,�,•• :: •�G .r..
+ _ —
`-'a s I4 r_'•.i_7.l i at i`o n field iS ad e jnt to perennial stream-E., '01.;1-:t-�=• !.•,i 1 � }
1 In 1..,P,...n♦ r :*l t t..h E_,e} •�Do �i,..a'�. �:�; nr'} •-+:« • .. ,._f_• •: '�� x1 : _.
f ;n-M .... '.�!: e...«3 i 1 i�� L17.i. !�.t� t«�5«} .*•r �� !_ »l 1• `�
s C f _�, -t e i (' 1 i+-� �i I�:?- i,�;'•� -i
..'' i ":i•-- � .. �'"��:�•1 1 - r" ;!i:I" i\I.�•L�..�.. r- �, �,.'�,,,_. i I,r�.�... .. Y•: .;;i.y .j: .', ._ r 1: "
•.sC:e.»}n_.>_.b. 7. ft�� .r`i i�t•��}r C':.'_„ei; _.c r� .. ...%y.� ..
i

. .
. .
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS '
-----------------------------------------------------------
Clearirg :
All trees and brush shall be removed from the construction area
bef�re any excavating or fill is started . Stumps will be removed
within the area of the foundation of the embankment and fill araas
and all excavated areas. All stumps and roots exceeding ons ( 1 )
Vch in diameter shall be removed to a minimum depth of oire ( 1 )
foot. Sat1sfacto-y dispos1tion will be made of all debris . The
founda�ion arew shall be loosened thorocghly before placennent of
embankment mNerial . Lagoon site (and pad site if needed ) to be
stripped of topsoil (3" ) and stochpiled for use on dike ard pad
slopes (2-3" ) . The tops-,oiling quantity is in excess of amou�ts
specified on page one ( 1 ) .
trench (when specified ) shall be installed as shown in
the plans.
�
.ons-�ructio� :
'
�cns ruction of excavated and earthfil area13 s11all ba perIorned tc
Um -'eat lines and grades as planned . Dsviations froe t�is will
'���� re pr1or ap�roval of the sKall be placed in
max . c� 6'` �ifts and not placed in stendiig water. Compactio� sh�ll �e
f:erfor11ed y i:he cons4:ructiun equ menL or sNeeps-foot roIler r n�
�� �ce�e'' �. The �mbarkment o� tne �ag�on sha� l be 1�sta] �e� �sir�
L�e 11ore izperv1 s materials tructioo o ll iei 1:s shell
i�clude tec ( 10� perc�nt fo' s;2 ent. To prctect a�airs� see�a�e,
material ere encIurterz-!?d , they wil ' re�d to
He of one ( 1 ) foot below grade and and
�c�pacted +it;-i a SCS W); roved material Lc; the soil
i `ves�i�*tior ��fnrmat1on in the plans for specia� considerat1cns,
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srnsior end se�inen�ation .
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vece tion :
All exposed enbankment end other bare constructed areas shall be '
seeded to the planned tyPe vegetation as soon as possibls a ter
construction according to seeding specifications sheet.
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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