310138_Application_20240301

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Certificate Of Coverage Number: AWS310138
2.
Facility Name: OK Hog Farm #1 - 3
3.
Permittee's Name (same as on the Waste Management Plan):
Eggs and Pigs Inc
4.
Permittee's Mailing Address: 448 Piney Grove Rd
City: Albertson State: NC
Telephone Number: 252-560-6256 Ext. E-mail:
5.
Facility's Physical Address: 330 Seth Turner Rd
City: Albertson State: NC
6.
County where Facility is located: Duplin
7.
Farm Manager's Name (if different from Landowner):
8,
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphy -Brown LLC
10.
Operator Name (OIC): Emmett Ray Stroud II
Phone No.: 252-560-6256
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
11,016
Operation Types:
Swine Cattle
Dry Poultry
Wean to Finish Dairy Calf
Non Laying Chickens
Wean to Feeder Dairy Heifer
Laying Chickens
Farrow to Finish Milk Cow
Pullets
Feeder to Finish Dry Cow
Turkeys
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
Zip: 28508
Zip: 28508
OIC #: 1013314
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
O
agoon
.
.
01 i
140664
l so11g9t
?3�}�l�F
to? 248►#
OK A
LA,100n
315-I a t
All Cta
1-154,aof
6 f, 45"
Ito
b 3
L& eov.
t 113611t 3
1
1*4 L61
88 oa a
19.6'
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical st)ecialist, 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 MRCS 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
b. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/LandownerlSigning Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): 62"Aaw-_Quj t o1 Title: (�w)f \f r
Signature: _ _ r
Date: ~ � • p�
Name (Print):
Title:
Signature:
Date:
Name (Print):
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
06-06-2022
This plan has been prepared for:
OK Hog Farms #1-3 (31-138)
Emmett Ray Stroud, II (Eggs and Pigs, Inc.)
448 Piney Grove Road
Albertson, NC 28508
(M) 560-62s6
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Type of Plan: Nitrogen Only with Manure (wry
Owuer/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
k &1W lg�
Signat {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 Cervation Commission.
Plan Approved By:
ec ini 1 Spe ialiist Signature Date
t---.---------------------..-------------------------- g---------
147004 Database Version 4.1 Date Printed: 06-06-2022 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
7 following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 10,211,830 galslyear by a 11,016
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
18407
Incorporated
22088
Injected
22088
Irrigated
18407
Max. Avail.
PAN (lbs)*
Actual PAN
Appliedabs)
PAN Surplus/
Deficit (ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
18,407
33451
-15,044
18,557,836
-8,346,006
Year 2
18,407
39312
-20,905
21,809,293
-11,597,463
--------------------------------------------------------------------------------
rN Nate: In iiurce ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
147004 Database Version 4.1 Date Printed: 06-06-2022 Source Page 1 of I

0
Narrative
616/2022
This plan is to update to new owner information and changes Tract 71831 Field 1 to Bermuda Hay/Small
Grain Overseed. All rates and windows used from histrical plan dated 1/3/2019 & 6/28/1999. Below
statements apply to this plan also.
1/3/2019
This new plan is to update old plan, dated 6/28/1999, wettable acres, and simplify the pull numbers.
Farm has permission to pump on adjoining Tract 5783, 5784, & 5785 but it's not needed because it has a
Year 1 deficit of-2,241.17, Year 2 deficit of-3,864.58 without it. Due to this extra land available it is
not necessary to plant the overseed for the Coastal Bermuda Hay as depicted in this waste plan. It should
be noted this determination may require a high-level of management if unusual weather patterns occur.
An alternative plan has been discussed if circumstances require pumping to occur to these sites. Some
crop rates and soil types came from old plan dated 6/28/1999. 25lbs PAN may be applied to small grain
cover crop after removal of soybeans and before planning corn. Thus, the corn crop would need its PAN
reduced by any waste applications that accrued on previous cover crop. If no applications accrue on
cover crop, reduction is not required. Small Grain cover crop application window will be Sept. to March.
---------------------------------------------------------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Narrative Page 1 of l

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
Ttact
Field
Total
Acres
Useable
Acres
Leaching
lndex (U)
Soil Series
Crop Sequence
RYE
5630
204)
7.82
5.97
NIA
Com, Grain
113 bu.
Wheat, Grain
60 bu.
Soybeans, MantvedJull Season
45 bu.
5630
2(15)
5.82
4.45
N/A
Mervyn
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans. Manured, Full Season
45 bu.
5630
3(I1)
3.64
3.49
N/A
Woodington
Corn, Grain
115bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
1630
3(12)
3.22
3.08
N/A
lWoodinglon
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
5630
1 3(13)
3.77
3.61
N/A
Autryvilte
Corn. Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
M"
4(16)
5.13
3.15
N/A
Autryville
Cote, Grain
1 l5 bu.
Wheat, Grain
60 bu
Soybeans, Manured, Full Season
45 bu.
5637
2(17)
6.48
4.65
N/A
Autryvill,
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans. Manumd, Full Season
45 bu
5637
2(18)
5.43
3.90
N/A
Autryville
Com, Grain
1 I5 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
5733
1(CCl)
6.47
6.06
N/A
Autryville
Com, Grain
I15 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
$783
1{CC2}
5.831
5.45
N/A
Autryville
Conk. Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Sewn
45 bu.
5783
I(M)
5.83
5.45
N/A
jAuuWilte
lCorn, Grain
115 bu.
147004 Database version 4.1 Date Printed 6/60n
PCS Pop 1 of 3
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
5793
1(CC4)
5.93
5.45
NIA
Autryville
Corn, Grain
115 bu.
Wheat. Grain
60 bu.
Manured, Fun Season
45 bu.
$783
1(CCS)
5.93
5.45
N/A
Autryville
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, ManumA Full Sewn
45 bu.
5793
1(CCSA)
5.93
SA5
N/A
Autryville
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 kLI
S783
1(CC58)
6.47
6.06
NIA
lAutryvIlk
Com. Grain
115 bu
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
71931
l(1)
4.85
3.85
N/A
Noboco
Small Grain Overseed
1.0 Tars
Hybrid Bermudagrass Hay
6.5 Tons
71931
1(2)
4.23
3.36
NIA
Nobow
Small Grain Overseed
1.0 Torts
Hybrid Bermudapm Hay
6.5 Tons
71831
1(3)
4.30
3.41
NIA
Noboco
Small Grain Overseed
1.0 Tons
Hybrid Bermudagniss Hay
6.5 Tons
71831
1(4)
4.411
3.5
N/A
Nobow
Small Grain Overseed
1.0 Tons
Hybrid Bermudapiss Hay
6.5 Tons
71831
1(5)
4.4
3.56
N/A
Noboco
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71931
I(SA)
4.56
3.62
N/A
Noboco
Small Grain Overseed
1.0 Tons
Hybrid BermudWass Hay
6.5 Tons
71831
I(SB)
2.60
2.07
N/A
Noboco
Small Grain Overseed
1.0 Tars
Hybrid Bermudegrass Hay
6.5 Tons
71831
1(6)
2.77
2.19
NIA
Noboco
Small Grain Overseed
1.0 Tons
Hybrid BerimWagrass Hay
6.5 Tars
71931
IMA)
1.601
1.27
N/A
Noboco
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tars
11831
11(7)
4.1
3.24
N/A
Foreston
Com, Grain
Mini.
Wheat. Grain
60 bu.
Soybeans, Manured, Full Season
45 ba
147004 Database Version 4.1 Date Printed 6/6/2022
PCS Page 2 of 3
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Sail Series
Crop Sequence
RYE
71831
118)
4.37
3.41
NIA
Foresion
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
71831
500)
6,99
4.95
NIA
Woodington
Com. Grain
I l5 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
71831
5(9)
6.27
4.44
NIA
Fone'tton
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Maned. Full Sewn
45 bu.
71832
2(19)
3.64
2.2
NIA
Autryville
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
So beans, Manumd, Full Season
4$ bu.
71832
2(20)
1.79
1.10
NIA
Awyville
Corn, Grain
130 bu.
Wheat, Grain
65 bu
Soybeans, Manwed, Full Season
45 bu.
71932
3(21)
8.04
6.60
NIA
Ampille
Small Grain Overseed
1.0 Tom
Hybrid Bormudaptis Hay
6.5 Tom
71832
3(22)
7.691
6.31
NIA
jAuuyville
Small Grain Overseed
l.0 Tons
Hybrid Bermudagrass Hay
6.5 Tom
71832
1 3(23)
636
5.3
NIA
Autryville
Small Grain Overseed
1.0 Tom
Hybrid Bemnmdagrass Hay
6.5 Tom
71832
3(24)
1 6.941
5.
NIA
IA ille
Small Grain Overseed
1.0 Tom
Hybrid Bermudegrass Hay
6.5 Tom
PLAN TOTALS: 173.66 141.85
Li
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>i 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
10
le nutrient leaching below the root
P'nue,
,
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rutatkms
(328), Long -Term No -Till (778), and edge-of-fudd practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
144Q04 Database Version 4.1 Date Printed 6t612022
PCS Page 3 of 3
NOTE: Symbol' means user entered data.

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Revised Addendum
To
Nutrient Management Plan
Facility Number:
31-138
Facility Name:
©K Hog Farms #1-3
Facility Owner:
Emmett Ray Stroud, Il (Eggs and Pigs, Inc.)
Facility Type:
11,016 Feeder to Finish
Current NMP Date:
6-6-2022
Addendum Date:
11-7-2022
Tract
Field
Soil Type
Crop
Applic.
Period
N
Applied
See
attached waste utilization table.
All
All
Ali
Rye Hay
911- 3131
60 lbs.
Addendum Narrative
This addendum is written to allow facility to have the option to change cornlwheatlsoybean rotation to
rye grainlsorghum grain at any time using attached waste utilization table rates and windows or
change parts of the plan to rye hay using above rate and windows. This addendum should be
attached to the current Nutrient Management Plan.
Agency:
Agriment Services, Inc.
Technical Specialist:
Ronnie G. Kennedy, Jr.
Technical Specialist Signature:
10
Date:
11.7-2022
OK Hog Farms — NMP Addendum (11-7-2022)

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The Irrigation Application Factors foreach field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchaftur)
Application Amount
(inches)
5630
2(14)
Marvyn
0.50
1.0
5630
2(15)
Marvyn
0.50
1.0
5630
3(11)
Woodington
0.40
1.0
5630
3(12)
Woodington
0.40
1.0
5630
1 3(13)
Autryville
0.60
1.0
5630
4(16)
Autryville
0.60
1.0
5637
2(17)
Autryville
0.60
1.0
5637
2(18)
jAutryville
0.60
1.0
5783
1(CC1)
Autryville
0.60
1.0
5783
I(CC2)
Autryville
0.60
1.0
5783
1(CC3)
Autryville
0.60
1.0
5783
1(CC4)
Autryville
0.60
1.0
5783
l(CC5)
Autryville
0.60
1.0
5783
l(CC5A)
Autryville
0.60
1.0
5783
l(CC5B)
Autryville
0.60
1.0
71831
l(l)
Naboco
0.50
1.0
71831
1(2)
Noboco
0.50
1.0
71831
1(3)
Noboco,
0.50
1.0
71831
1(4)
Noboco
0.50
1.0
71831
1(5)
Noboco
0.50
1.0
71831
l(SA)
Noboco
0.50
1.0
71831
1(58)
Noboco
0.50
1.0
71831
1(6)
Noboco
0.50
1.0
71831
1(6A)
Noboco
0.50
1.0
71831
11(7)
Foreston
0.50
1.0
71831
11(8)
lForeston
0.50
1.0
71831
5(10)
Woodington
0.40
1.0
71831
5(9)
Foreston
0.50
1.0
71832
2(19)
Autryville
0.60
1.0
71832
2(20)
Autryville
0.60
1.0
71832
3(21)
Autryville
0.60
1.0
7I832
3(22)
Autryville
0.60
1.0
147004 Database Version 4.1 Date Printed 6(612022 lAF Page 1 of 2
NOTE: Symbol * means user entered data.

Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchwbour)
Application Amount
(inches)
71832
3(23)
Autryville
0.60
1.0
71832
1 3(24)
utryville
1 0.60
1 1.0
147004 Database Version 4.1 Date Printed 6i62022 IAF Page 2 of 2
NOTE: Symbol 0 means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the numberofacres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations foreach source, the numberofanimals in the facility and the plant available nitrogen application
rates Mown 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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Cam 120 bu
150
14.69
123.75
247.49
371.24
Hay 6 ton R.Y.E.
300
29.39
61.97
123.75
185.62
Soybean 40 bu
160
15.67
116.01
232.02
348.03
---------------------------------------------------------------------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number ofdays 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 userand is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
Ifavailable storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availahle-- Waste Ctnrave ranstrity
Source Name
I Swine Feeler -Finish Lagoon Liquid
Design Storage Capacity a s
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
61
1
2
83
1
3
130
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
I
180
1
12
179
2
1
178
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
l80
2
i0
157
2
11
137
2
12
114
* Available Storage Capacity is calculated as of the end of each month.
----------------------------- -------------------------------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
(0111, 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, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
---------------------------------- I ---------------------------- ---
147004 Database Version 4.1 Date Printed 6/612022 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
& 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. Wastetnutrient
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.
-------------------------------- ---------------------------------------------------
147004 Database Version 4.1 Date Printed: 616/2022 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
M 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.
--------------------------------------------.-------------------------------------
147004 Database Version 4.1 Date Printed: 6/6/2022 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--------------------------.--------------------------------------------------------
147004 Database Version 4.1 Date Printed: 6/6/2022 Specification Page 4

Crop Notes
The following crop note applies to field(s): 3(11), 3(12), 5(10)
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbstacre N and 20-30 lbslacre 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): 11(7), 11(8), 5(9)
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbstacre N and 20-30 lbslacre 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.
---------------------.--.----------------------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Crop Note Page 1 of 7

The following crop note applies to field(s): 2(14), 2(15)
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbstacre N and 20-30 lbstacre 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): I (CC 1), 1 (CC2), I(CC3), 1(CC4), I(CC5), I(CC5A),
I(CC513), 2(17), 2(18), 2(19), 2(20), 3(13), 4(16)
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green took" 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 lbstacre N and 20-30 ibslacre 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.
----------------------------------------------------------------------------------
147M Database Version 4.1 Date Printed: 06-06.2022 Crop Note Page 2 of 7

The following crop note applies to field(s): 1(1), ] (2), 1(3), 1(4), 1(5), ] (5A), 1(5 B), 1(6), 1(6A)
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bulac 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 I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 3(21), 3(22), 3(23), 3(24)
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Iblac 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.
--------------------- ----------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Crop Note Page 3 of 7

The following crop note applies to field(s): l (1), 1(2), 1(3), 1(4), 1(5), 1(SA), 1(5B), 1(6), 1(6A)
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 busheWacre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 3(21), 3(22), 3(23), 3(24)
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushelstacre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "greets 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 lbstacre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 3(11), 3(12), 5(10)
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
v,. --- ---- - - - --...--------.----------------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Crop Note Page 4 of 7

The following crop note applies to field(s): 11(7), 11(8), 5(9)
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbstacre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 2(14), 2(15)
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green gook" 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 report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): I (CC 1),1(CC2), 1(CC3 ), l (CC4), I (CC5), I (CC5A),
l (CC5B), 2(17), 2(18), 2(19), 2(20), 3(13), 4(16)
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
------------ ..._...-----------------------------------------------------
14T004 Database Version 4.1 Date Printed: 06-06-2022 Crop Note Page 5 of 7

The following crop note applies to field(s): 3(11), 3(12), 5(10)
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): 11(7), 11(8), 5(4)
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): 2(14), 2(15)
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
- —.-...-----------------------------------------------
147W4 Database Version 4.1 Date Printed: 06-06-2022 CropNote e 6 of 7

The following crop note applies to field(s): 1(CC 1), 1(CC2), 1(CC3), 1(CC4), 1(CC5), I (CC5A),
1(CC513), 2(17), 2(18), 2(19), 2(20), 3(13), 4(16)
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbslacre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
- -- - - - - -- -------------------------------------------------------------
147004 Database Version 4.1 Date Printed: 06-06-2022 Crop Note Page 7 of 7

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Operator: ________ ________ ________ ________>
OK Farms (1)
County:__ ________ ________ ________ ________>
Duplin County, NC
Date:____ ________ ________ ________ ________>
11/16/1995
Dist.to nearest residence (other than owner):
3500 ft.
sows (farrow to finish):=== ________ ________>
0
sows (farrow to feeder): eder):=== ________ ________>
0
head (finishing only):====_ ________ ________>
3672
sows (farrow to wean):----- ---------------->
0
head (wean to feeder):====_ ________ ________>
0
Ave. Live Weight for other operations(lbs.)=>
0
Storage volume for sludge accum. (cu. ft.):=>
0
Treatment Volume (min. 1 cu. ft.11b.)=======>
1.0
25 Year - 24 Hour Rainfall (in.)============>
7.5
Rainfall in excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (sq. ft.)=>
0.0
Volume of wash water (gallonstday)==========>
0.0
Temporary storage period (days)=============>
180
Freeboard(ft.}:____________________________>
1.0
Side slopes (inside lagoon):================>
2.5 : 1
Inside top length (ft.}:____________________>
358.0
Inside top width (ft.):_____________________>
229.8
Top of dike elevation (ft.);________________>
46.0
Bottom of lagoon elevation (ft.}:==_________>
33.5
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== ________> 716186
cu. ft.
Actual design volume:====== ________> 734214
cu. ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
40.8 ft.
(> or = to 39.5 ft.Min.)
Required minimum treatment volume: 495720
cu. ft.
Volume at stop pumping elevation: 425790
cu. ft.
Start pumping elev.:________________________>
44.3 ft.
Volume at start pumping elevation: 679371
cu. ft.
Actual volume less 25yr-24hr rain: 682797
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 169048
cu. ft.
Actual volume to be pumped:==> 253582
cu. ft.
TO PRINT
ALT-P
i
CONSTRUCT
SPECS.
ALT-A
SEEDING
SPECS.
ALT-S
TO CLEAR
ALT-C

Operator: OK Farms (1) County: Duplin County, NC Date: 11/16/95
istance to nearest residence (other than owner): 3500.0 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
3672 head (finishing only)
x 135 lbs. =
495720
lbs
0 sows (farrow to wean)
x 433 lbs. =
0
lbs
0 head (wean to feeder)
x 30 lbs. =
0
lbs
Describe other:
0
Total Average Live Weight =
495720
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) -- — ------- — --------
Inside top width (feet)---------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) ----------------- - — --------
Side slopes (inside lagoon) ------- — ---------
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
358.0
229.8
46.0
33.5
1.0
2.5 :1
Total design volume using prismoidal formula
SS/END1 SSIEND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 353.0 224.8 11.5
AREA OF TOP
LENGTH * WIDTH
353.0 224.8
AREA OF BOTTOM
LENGTH * WIDTH
295.5 167.3
AREA OF MIDSECTION
LENGTH * WIDTH * 4
324.3 196.1
79354 (AREA OF TOP)
49437 (AREA OF BOTTOM)
254277 (AREA OF MIDSECTION - 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
79354.4 254276.9 49437.2 1.9
Total Designed Volume Available = 734214 CU. FT.

5.TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length ^Width=
358.0 229.8 82288.4 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82268.4 square feet
Design temporary storage period hotwhodhob e 180 days.
5A. Volume ofwaste produced
Feces & urine production in0a|./dnyper 135lb. ALVV 1.37
Volume = 495720 |bm.ALVV/135|bo.ALVV°1.37QmNJoy 180 days
Volume = 905515 gals. or 121058.2 cubic feet
��~B. Volume ufwash water
�
This |othe amount of fresh water used for washing floors orvolume
offresh water used for aflush system. Flush systems that recirculate
the lagoon water are accounted for in5A.
Volume = 0.0 gallons/day ° 180 days stormge/7.48gallons
per CIF
Volume = 0.0 cubic feet
5C. Volume ufrainfall inexcess ofevaporation
Use period mftime when rainfall exceeds evaporation bvlargest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in°DA/12inches per foot
Volume = 47889.9 cubic feet

(�" ID. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 51417.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 47990 cubic feet
5D. 51418 cubic feet
TOTAL 220466 cubic feet
[A&AAii•L131
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___________________________>
358.0
feet
Inside top width____________________________>
229.8
feet
Top of dike elevation_______________________>
46.0
feet
Bottom of lagoon elevation__________________>
33.5
feet
Total required volume_______________________>
716186
cu. ft.
Actual design volume________________________>
734214
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.__________________________>
40.8
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
39.5
feet
Required minimum treatment volume=====______>
495720
cu. ft.
Volume at stop pumping elevation=====_______>
425790
cu. ft.
Start pumping elev._________________________>
44.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
682797
cu. ft.
Volume at start pumping elevation=====______>
679371
cu. ft.
Required volume to be pumped________________>
169048
cu. ft.
Actual volume planned to be pumped=====_____>
253582
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY:
I ... • • : 1 . . . • •
11 /16/1995
DATE: 11 /16/1995
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

GK I
rl
J.
w
Al,
122y-. 7-0/3)O/iye
4pp.,iloy ;tOno:' 7-0

`
�r ^
Dove||e Outlaw
ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
N: 86850 LB P: 25331 LB
TONS OF WASTE STORED: 7228
~^BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES,, YOU SHOULD CONTACT
'
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
`
' PHONE: 919 T33 2655
^WHEN APPLYING THE EFFLUENTCROPLAND IT SHOULD BE DISK AND A
'VER CROP
SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
..DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
,
3672 capacity Feeder to Finish operation:
� d Avail. Land Required
^� 135.0 69.8 ac. of crop |and p(anted to corn
0.0 32.3 ac. of coasta| bermuda3rass--8razed
0.0 26.4 ac_ of coastal bermuda8rass--1�1av
.' 0.0 51.4 ac. of fescue -~grazed
'
'
-
193.5 percent of land required is available
v
0 sow Farrow
to
Feeder
operation:
` d
Avail. Land
Required
0
0.0
ac. of
cropland planted to corn
0
0.0
ac. of
coastal bermuda8r-cis s--Srazed
0
0.0
ac. of
coastal bermudaSrass--hay
'.'
0
0.0
ac. of
fescue--3razed
-
^
percent
of land required
is available
0 sow Farrow to Finish operatinn:
ai|. Land
Required
0
0.0 ac.
of
cropland
planted to corn
0
0.0 ac.
of
coastal
bermudaSrass--grazed
0
0.0 ac.
of
coastal
bermudagrass--hay
0
0.0 ac.
of
fescue --grazed
�eRRDM
percent
of land required
is available
Z.bEGIN PUMPING THE EFFLUENT WHEN
FLUID LEVEL REACHES
NOT LOWER THE FLUID ANY
`LOWER AN
ALLONS TO BE PUMPED EVERY MONTHS
outlet pipe- e|^*d���
5.0'
1743824 ga\(ons
` THE EFFLUENT SHOULD DE APPLIED AT A RATE THAT WILL NOT CAU8E ANY
TO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
5,4AtCOMMENDED CATION RATE IS 0.5 INCHES PER HOUR AND THE
1AXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRR8ATION

e||e Outlaw
Pink- Hill, NC
ft—PlE
AND E 3672 topping
.!,OF
OPERATION
ASS 1V
SIGNEDBY Jimmy Vinson
` 1-30-91
._- 8Y
�
u* / E
, STORAGE
Hogs x 135 |bs per
hog 1 Cu Ft per |b.
ARY STORAGE
495720 |bs of animal x 1.35 cu.
ft. of waste per day
' per 1000 lbs of animal wt.
x 180 days
INFALL LESS EVAPORATION
`7" X 92731 sq. ft. surface
area per 12"per ft
- 25 YR. 1 DAY STORM
' ':7.5" X 92731 sq. ft. of surface area per 12" per ft.
'
�
TOTAL STORAGE NEEDED
�
�
TOTAL STORAGE AVAIi-ABLE
TO FILL RATIO
AMOUNT OF FILL DIKE
PAD
TOTAL
SETTLEMENT 10%
TOTAL AMOUNT OF FILL
TOTAL EXCAVATION
n
495720 Cu Ft
120460 Cu Ft
54093 Cu Ft
57957 Cu Ft
728230 Cu
Ft
269T1 Cu
Yds
Cu
Ft
Cu
Y�s
200629 Cu
Ft
161418 Cu
---------
Ft
362047 Cu
Ft
36205 Cu
Ft
398252 Cu
Ft
14750 Cu
Yds
Cu
Y d s
~ /vo r
'
61-00�46 b,p- �L
A/C/*W
� 7 tl 4N 0 � 406*w
� ^���~y ���~
- ==^~-°�~ ~�",�° ^°~vxvn =�w' °~ �
v -/ � � '^�
����� ����� � ������ � -54��~
- ' - ' ~~- ^- - / -
All . ����

`
'
^
' PA8E 3
� : Dove||e Outlaw
OPERATION AND MAINTENANCE
|a800n is designed for waste treatment with minimum odor
� ro|. The time required for the p|anned f(uid | eve | to be
reached may vary due to soil conditions, f|ushin8 operations, and
the amount of fresh water added to the system.
d application of waste water is recognized as an acce�tab|e
- `rNethod of d i sposa| . Irr i 8at i on by us in8 center pivot, gun, or
traveler is the preferred and most efficient method to dispose of
the effluent from the lagoon. Care should be taken when applying
waste to prevent dama-ge to the crops and to prevent runoff from
fie|ds.
` following items are to be carried nut: '
^ Beg in pump -out of the |agoon when f|uid | eve | reaches invert
`
t0.,the outlet pipes or at a pre -determined elevation.
'
2mi Stop pump -out before the lagoon depth is less than 6 feet
deep or at a pre -determined dePth. (This prevents the ioss of
favorable bacteria)
'^° The recommended amount to app |y per irrigation is one inch,
and maximum recommended app|itation 'ate is 0.5 inch per hour.
' It is recommended that the treatment lagoon be prechar3ed to
'( 2 its capacity to prevent excessive odors during beginning
stages of the operation. Prechar8in3 reduces the concentration of
`the initial waste entering the \agoun thereby reducing, ocors.
Solids should be covered with water at all times.
' gr
5" Keep vegetation on the embankment and areas around the |a3oon
and buildings mowed.
-,
Repair any eroded areas and establish in vegetation.
Z o I lutants into waters of the United States. The Departmen-1; of
`2�`1.,'i'Snvironment, Health, and Natural Resources, Wastewilter
,�..,anaqement section, has the responsibility for enforcing
The Clean Water Act of 1977 prohibits the disch-arge of
Al I surface water is to be diverted from the |'agoon to an
'W�* "equate and stable outlet.
hereby certify that 1 understand t1he o p e r a t i o n
and maintenance
-..requirements tand how many
z�:,: are required in order to land apply the waste and t1-1*at-
lagoon may have to be pumped 2 or more times a year. This
has been' exp|ained to me and I agree with a||' provisions
in the desi3n4 I also certify that there are no residence /
than mine or my tenants' within 750 feet of this operation.
rst�nd that comp|iance'with this des |gn DOES NOT prevent
e from su ing me because rif nui her reasons.
nature
ate__
���a���__ --------------------- �----------- --r--�--- -

m

-
�
� .
` -
'
N�ME: Dove ||e Out|aw
SEEDING IONS
APPLYEA TO BE SEEDED
THE FOLLU14IN8
T�
`
°
USE THE SEED MIXTURE
ICATED
^oc
( )
(X)
(X>
' ( )
5 AC.
5000 L8S. 8-8-8 FERTILIZER
10 TONS DOLOMITIC LIMESTO�E
500 BALES SMALL GRAIN STRAW
250 LBS. FESCUE GRASS
175 LBS. OATS
20 LBS. WEEPIN8 LGVE GRASS
60 L8S. HULLED BERMUDA GRASS
100 L8S. UNHULLED 8ERML.;DA 8RASS
'
IVERT ALL WATER TO A STABLE OUTLET
I el
THE NEAREST RESIDENCE IS 2000 FT.
T.B.M. 50.0 ft. ELEVATION
DESCRIPTION Nai| in 18" pine beside frc to other fie|d.
�
/.
'
VERY IMPORTANT - PLEASE READ CAREFULLY
-----------------------------~--------
LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
`
l
' ''11THER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
AND READY FOR SE PLETEDU. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
,SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD BE
D WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
` —NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH OF GRASS.)
` ^
.
~��~-----
PASE 5

Operator: ---------------- -------- -------->
-------- ------ ----
OK Farms (2)
County:__ ________ ________ ________ ________>
Duplin County, NC
Date:---- -- ----------------------------->
- -- - - -------------------- ------ -
11/16/1995
Dist.to nearest residence (other than owner):
3500 ft.
sows (farrow to finish):=== ________ ________>
0
sows (farrow to feeder): eder):___ ________ ________>
0
head (finishing only):====_
3672
sows (farrow to wean):====_ ________ ________>
0
head (wean to feeder):====_ ________ ________>
0
Ave. Live Weight for other operations(lbs.)=>
0
Storage volume for sludge accum. (cu. ft.):=>
0
Treatment Volume (min. 1 cu. ft./lb.)=======>
1.0
25 Year - 24 Hour Rainfall (in.)============>
7.5
Rainfall in excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (sq. ft.)=>
0.0
Volume of wash water (gallons/day)==========>
0.0
Temporary storage period (days)=============>
180
Freeboard(ft.}:____________________________>
1.0
Side slopes (inside lagoon):================>
2.5 : 1
Inside top length (ft.}:____________________>
282.5
Inside top width (ft.):_____________________>
290.0
Top of dike elevation (ft.};________________>
52.5
Bottom of lagoon elevation (ft.):==_________>
40.0
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== ========> 715771
cu. ft.
Actual design volume:====== ========> 736204
cu. ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
47.3 ft.
(> or = to 46.0 ft.Min.)
Required minimum treatment volume: 495720
cu. ft.
Volume at stop pumping elevation: 428225
cu. ft.
Start pumping elev.:________________________>
50.8 ft.
Volume at start pumping elevation: 681529
cu. ft.
Actual volume less 25yr-24hr rain: 685001
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 168848
cu. ft.
Actual volume to be pumped:==> 253304
cu. ft.
TO PRINT
ALT-P
O&M PLAN
ALT-0
CONSTRUCT
SPECS.
ALT-A
SEEDING
SPECS.
ALT-S
TO CLEAR
ALT-C
TO QUIT
LOTUS
ALT-Q

Operator: OK Farms (2) County: Duplin County, NC Date: 11/16/95
Distance to nearest residence (other than owner): 3500.0 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
3672 head (finishing only)
x
135 lbs. =
495720
lbs
0 sows (farrow to wean)
x
433 lbs. =
0
lbs
0 head (wean to feeder)
x
30 lbs. =
0
lbs
Describe other:
0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
Inside top width (feet) — --------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) --- — -------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ----- — -----------
Total design volume using prismoidal formula
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
282.5
290.0
52.5
40.0
1.0
2.5 :1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 277.5 285.0 11.5
AREA OF TOP
LENGTH * WIDTH
277.5 285.0
AREA OF BOTTOM
LENGTH * WIDTH
220.0 227.5
AREA OF MIDSECTION
LENGTH * WIDTH * 4
248.8 256.3
79088 (AREA OF TOP)
50050 (AREA OF BOTTOM)
254969 (AREA OF MIDSECTION - 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
79087.5 254968.8 50050.0 1.9
Total Designed Volume Available = 736204 CU. FT.

TEMPORARY STORAGE REQUIRED
�
DRAINAGE AREA:
Lagoon (top of dike)
Length °Width=
282.5 290.0
Buildings (roof and lot water)
81925.0 square feet
0.0 square feet
TOTAL DA 81925.0 square feet
5&Volume ofwaste produced
Feces & urine production hl0m|./dmyper 135lb. ALVV
Volume = 495720 |bs.ALVV/1B5|bs. ALVV°1.37gal/day
Volume = 905515 gals. or 121058.2 cubic feet
Describe this area.
180 days.
�
�
\ .B, Volume ofwash water
This is the amount Offresh water used for washing floors orvolume
offresh water used for oflush system. Flush systems that recirculate
the lagoon water are accounted for in5A.
Volume = 0.0 gallons/day ° 180 days stmnage/7.4Bgallons
perCF
Volume = 0.0 cubic feet
5C. Volume ofrainfall |nexcess ofevaporation
Use period oftime when rainfall exceeds evaporation bvlargest amount.
180 days excess rainfall = 7.0 inches
\holume= 7.0 |n^DA/12inches per foot
Volume = 47789.6 cubic feet

.,D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 51203.1 cubic feet
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 47790 cubic feet
5D. 51203 cubic feet
TOTAL 220051 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___________________________>
282.5
feet
Inside top width____________________________>
290.0
feet
Top of dike elevation_______________________>
52.5
feet
Bottom of lagoon elevation__________________>
40.0
feet
Total required volume_______________________>
715771
cu. ft.
Actual design volume------=== ______________>
736204
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.__________________________>
47.3
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
46.0
feet
Required minimum treatment volume=====______>
495720
cu. ft.
Volume at stop pumping elevation=====_______>
428225
cu. ft.
Start pumping elev._________________________>
50.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
685001
cu. ft.
Volume at start pumping elevation=====______>
681529
cu. ft.
Required volume to be pumped________________>
168848
cu. ft.
Actual volume planned to be pumped=====_____>
253304
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: APPROVED BY: APPROVED
BY:
DATE: 11116/1995 DATE:
11 /16/1995
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

:4
' NAME: Dovelle Outlaw
APPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
` N: 86850 LLB P: 25331 LLB
TONS OF WASTE STORED: 722$
a` BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
�;.
AGRONOMIC SERVICES DIVISION
r NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED 'TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD DE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
'L)(3672 capacity Feeder to Finish operation
Land Avail. Land R' q�t�*red �,'�
%$ ►D r of ac. �_,f cropland planted to corn.-S6E' Ai71�.t1 ^400S
<a; 0.0 26.4 ac„ of coastal bermudagrass--grazed Ad'// //G`s
0.021.3 ac. of coastal• bermudagrass--hay
0•0.1 ac. of fescue --grazed
r' 0.0 percent of land required is available
j
r' D sow Farrow to Feeder operation:
Land Avail. Land Required
0 0.0 ac. of cropland planted to corn
D 0-0 ac. Of coastal bermudagrass--grazed
Q 0.0 ac. of coastal bermudagrass--hay
C* 0.O ac. of fescue --grazed
ERROR percent of land required is available
G sow Farrow to Finish operation:
u Land Avail. Land Required
0 0.0 ac. of cropland planted to corn
D 0.0 ac. of coastal bermudagrass--grazed
0 0.0 ac. of coastal bermudagrass--hay
0 0.0 ac. of fescue --grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
,.• THE FLUID LEVEL REACHES outlet pipes-e l .0i.C,' S'0.3
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN 7 e I ev ¢T !�
- - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
t'.
.'_
THE EFFLUENT SHOULD BE APPLIED
AT A RATE
THAT WILL NOT CAUSE ANY
"
RUNOFF ONTO SURROUNDING AREAS OR
LEACHING
INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS
0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION
AMOUNT IS
1 INCH PER IRRGATI0N

NAME. Dovelle C
ADDRESS: Pinl Hill
TYPE AND SIZE
OF OPERATION
3672 topping
CLASS IV
DESIGNED BY Jimmy Vinson
DATE 3/5/91
APPROVED BY JA�
DATE
PERMANENT STORAGE
A
3672 Hogs 135 lbs pet-
hog I Cu Ft per ib.
TEMPORARY STORAGE
495720 lbs of animal x 1.35 cu.
ft. of waste per day
per 1000 lbs of animal wk.
x 180 days
RAINFALL LESS EVAPORATION
7" X 87600 sq. ft. surface
area per 12"per ft
RAINFALL 25 YR. I DAY STORM
7 5" X 87600 sq. ft. of surface
area per 12" per ft.
TOTAL STORAGE NEEDED
t
TOTAL STORAGE AVAILABLE
AMOUNT OF FILL DIKE
PAD
TOTAL
SETTLEMENT 10%
TOTAL AMOUNT OF FILL
CUT TO FILL RATIO
TOTAL EXCAVATION
495720 Cu Ft
, 1204c*.O Cu Ft
51100 Cu Ft
54750
Cu
Ft
7220,.*110
Cu
Ft
6 74,
Cu
Yds
'73764Z
Cu
Ft
27320
Cu
Yds
116853
Cu
Ft
"7'.9416
C u.
Ft
396269
Cu
Ft
39627
Cu
Ft
435896
Cu
Ft
16144
Cu
Yds
582588
Cu
Ft
21577
Cu
Yds
7400r.
I;V *6, 1
A-Offi,y Ar 44W4(1#WA%eJ
0f Q4rA4#V0,0 �4 0V&W0AeA'
//6 ON00A 3,0000VJ V111;11� 94VTOW7
jac. ;"L 44&661v/
r A 0
r- ayMAA-C�ve IJ 6&_ e(15*A19 54--fAl
I

�
NAME: Dove||e Outlaw
' PAGE 3
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
z
- control. The timV required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations, and
s the amount of fresh water added to the system. —
Land application of waste water is recognized as an acceptable
method of disposal. Irrigation by using center pivot, gun, or sol/J«°1
.­-trsxe\er is the 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 fields.
The following items are to be carried out:
1. Begin pump -nut of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre -determined elevation. 1640V^ vIJ
2. Stop pump -out before the lagoon depth is less than7V feet
deep or at a pre -determined depth. (This prevents the loss of
favorable bacteria)
j47,a
3. The recommended amount to apply per irrigation is one inch,
and maximum recommended application rate is 0.5 inch per hour.
4. It1s recommended that the treatment lagoon be prechar8ed to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation. PrecharSing reduces the concentration of
the initial waste entering the lagoon thereby reducing odors.
Solids should be covered with water at all times.
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed.
. 6. Repair any eroded areas and establish in vegetation.
T. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Wastewater
Management Section, has the responsibi|ity for enforcing this
law.
8. All surface water' is to be diverted from the lagoon to an
adequate and stab|e out|et.
CERTIFICATION:
I hereby certify that I. understand the operation and maintenance
requirements stated above. Furthermore, I understand how many
acres are required in order to land apply the waste and that
the.\aSoon may have to be pumped 2 or more times a year. This
design has been exp|aived to me and I a8ree'with all provisions
stated in the design. I also certify*that the�re are no residence
other than mine or my tenants' within 750 feet of this operation.
I understand that compliance with this design DOES NOT prevent
someone fro i because f nuisance or other reasons.
Signature_ Da�e ^
w��^^�x�em^��_w-~mm��m-u—��_J���_�-__ __~�__�_��__���_

F9
Operator:
County:__
Date:==== ======== ======== ======== ========>
Dist.to nearest residence (other than owner):
sows (farrow to finish):===
sows (farrow to feeder): eder):___
head (finishing only):====_
sows (farrow to wean):====_
head (wean to feeder):====_
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)=======>
25 Year - 24 Hour Rainfall (in.)============>
Rainfall in excess of evaporation (in.)=====>
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days)=============>
Freeboard(ft.}:____________________________>
Side slopes (inside lagoon):================>
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== ========> 723112
Actual design volume:====== ========> 746661
Stop pumping el.(> or = to 0.0 ft.SHWT)>
(> or = to 39.5 ft.Min.)
Required minimum treatment volume: 495720
Volume at stop pumping elevation: 509805
Start pumping
Volume at start pumping elevation:
Actual volume less 25yr-24hr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====>
Actual volume to be pumped:==>
OK Farms (3)
Duplin County, NC
11 /16/1995
3500 ft.
0
0
3672
0
0
0
1.0
7.5
7.0
0.0
0.0
180
1.0
3.0 : 1
400.0
220.0
46.0
33.5
cu. ft.
cu. ft.
42.0 ft.
cu. ft.
cu. ft.
44.3 ft.
688529 cu. ft.
691661 cu. ft.
172392 cu. ft.
178724 cu. ft.
O&M PLAN
ALT-0
CONSTRUCT
SPECS.
ALT-A
SEEDING
SPECS.
ALT-S
TO CLEAR
ALT-C
TO QUIT
LOTUS
ALT-Q

Operator: OK Farms (3) County: Duplin County, NC Date: 11/16/95
(011")istance to nearest residence (other than owner): 3500.0 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
3672 head (finishing only)
x 135 lbs. =
495720
lbs
0 sows (farrow to wean)
x 433 lbs. =
0
lbs
0 head (wean to feeder)
x 30 lbs. =
0
lbs
Describe other:
0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------- — ---
Inside top width (feet) --------- — -----------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) ------------------- — --------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
400.0
220.0
46.0
33.5
1.0
3.0 : 1
SSIEND1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 214.0 11.5
AREA OF TOP
LENGTH * WIDTH
394.0 214.0
AREA OF BOTTOM
LENGTH * WIDTH
325.0 145.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
359.5 179.5
84316 (AREA OF TOP)
47125 (AREA OF BOTTOM)
258121 (AREA OF MIDSECTION - 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
84316.0 258121.0 47125.0 1.9
Total Designed Volume Available = 746661 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length °VVNth=
Buildings (roof and lot water)
0.0 square feet Describe this area.
TO7ALDA 88000.0 square feet
Design temporary storage period to b(riod to e 180 days.
5A. Volume ofwaste produced
Feces & urine production inQoi/dayper 135lb. ALVV 1.37
Volume = 495720 |bo.ALWV135|bo.ALVV°1.37gmKday 180 days
Volume = 905515 gals. or 121058.2 cubic feet
� BVolume of wash water
This iethe amount uffresh water used for washing floors orvolume
offresh water used for aflush system. Flush systems that recirculate
the lagoon water are accounted for in5A.
Volume = 0.0 gallons/day ° 180 days oiora8e/7.48gallons
per CIF
Volume = 0.0 cubic feet
5C. Volume ofrainfall inexcess ofevaporation
Use period oftime when rainfall exceeds evaporation bvlargest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in°DA/12inches per foot
Volume = 51333.3 cubic feet
N

.D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 55000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 51333 cubic feet
5D. 55000 cubic feet
TOTAL 227392 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___________________________>
400.0
feet
Inside top width____________________________>
220.0
feet
Top of dike elevation_______________________>
46.0
feet
Bottom of lagoon elevation__________________>
33.5
feet
Total required volume_______________________>
723112
cu. ft.
Actual design volume________________________>
746661
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.__________________________>
42.0
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
39.5
feet
Required minimum treatment volume=====______>
495720
cu. ft.
Volume at stop pumping elevation=====_______>
509805
cu. ft.
Start pumping elev._________________________>
44.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
691661
cu. ft.
Volume at start pumping elevation=====______>
688529
cu. ft.
Required volume to be pumped________________>
172392
cu. ft.
Actual volume planned to be pumped=====_____>
178724
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: APPROVED BY: APPROVED
BY:
DATE: 11 /16/ 1995 DATE:
11 /16/1995
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*

'-
tor::Dovelle :Outlaw �a''County:
Duplin
.
10 ,
ance ao nearest residence
(other
than' owner):
STEADY STATE LIVE
WEIGHT
Date: 11/30/93
2000.0 feet
^� ,0
sows (farrow to finish) x
1417 lbs. =
0 lbs
O';sows,.(farrow
to feeder) x
522 lbs. =
0 lbs
672.
head (finishing only) x""V-
135 lbs. =
495720 lbs
0`.sows
(farrow to wean) x,;>
433 lbs. =
0 lbs
0:head
(wean to feeder) x'.'.
30 lbs. =
0 lbs
' uy,'.TOTAL STEADY 'STATE LIVE, WEIGHT
(SSLW) =
495720 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
3
�
Volume 495720 lbs. SSLW x Treatment
'Volume(CF)/lb.
Volume(CF)/lb. SSLW
`'.Treatment
SSLW=
1 CF/lb. SSLW
Volume = 495720 cubic feet
3°.,STORAGE VOLUME FOR SLUDGE ACCUMULATION
K�
•.
4
Volume = 0.0 cubic feet
r�
:TOTAL
DESIGN VOLUME
Inside top length 220.0 feet
Inside top width
400.0 feet
Top of dike at elevation 46.0
feet
Freeboard 1.0 feet ; Side slopes
3.0 1 (Inside
lagoon)
x
Totaldesign lagoon liquid level at
elevation 45.0 feet
Bottom of.lagoon elevation 33.5
feet
$�� p
Seasonal high water 'table elevation
0.0 feet
Total design volume.using prismoidal
formula
SS/ENDl. SS/END2 SS/SIDE1 SS/SIDE2
LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0
214.0 394.0
11.50
AREA OF TOP
LENGTH * WIDTH =
�u3 214.0 394.0 84316 {AREA OF TOP}
AREA _OF.BOTTOM
LENGTH `* WIDTH
145.0 325.0 47125 (AREA OF BOTTOM)
AREA`OF MIDSECTION
LENGTH ,* WIDTH'* 4 ;
379.5. 359.5 258I21 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + .(4*AREA. MIDSECTION) + AREA BOTTOM] * DEPTH/6
s.84316.0 258121.0 47125.0 1.9
VOLUME OF LAGOON 4T TOTAL DESIGN Q
LI UID LEVEL = 746661 CU. FT.

TEMPORARY STORAGE RC0UIDD0
DRAINAGE AREA:
of dike)
Length Width =
220.0 400.0 88000.0 square feet
Buildio�-s (roof and lot oucec)
Length + hidth �
0.0 0.0 0.0 square feet
T0Tl1. DA 88000,-0 ogvare feet
Design temporary
storage period to ua
5A.
Volume of waste
produced
Approximate
daily
produccion of m�uure io 0.001,3o
Volume =
495720
Lbs. Cy
To\us^ =
121232
ouh1c
58.
Volume of xaah
Wocec
This ia the amnuuc of trosb water u/ed [nr was hifig iJlovco or
of fresh water used for a flush system. Flush sYutema that rc1j!a�^
the lagoon water are accounted for in 5A.
Volume = 0.0 -alloxs./du! � 180 dos scoroe�7.4&
ioluma = 0.8 cubic feet
5C. Volume of rain fall iu excess of e,aporac'Loll
[ae period ot cime nhco caLiu-Fall excecda e�,j p^rar�"
180 days excess rainfall = 7.0 inches
Volume 7.0 in * DA ./ 12 inches pc/' foot,
Volume = 5133�.3 cubic �oo�
\*
�

5D. Volume of 35 year - 24 hour storm
Volume = 7,5 inches / 12 inches per foot * DA
Volume = 55000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
54. 121352 cubic feet
58. 0 cubic feet
5C. 51233 cubic feet
5D. 55000 cubic feet
TOTAL 227686 cubic feet
6. SUMMARY
Total required volume 722406 cubic feat
Total design volume avail. 746661 cubic feet
Min. reg. treatment volume plus olvdgo accumulation 495720
At eler. 42.O feet ; Volume is 509805 cu6i� �ep� (eod �umP 1nS)
Total deui.-n volume leas 25yr-24hr storm in 691661 cubic tep,
At elev. 44.3 £eet : Volume is 688519 cubic feet (start pvu�ix:)
Seasonal high water table elevation 0.0 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEC ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE PLAN
------------------------------
T Tblo lagoon isdemiQoed for waste treatment `� � (permanent storage) with
min. odor control. The time required for the planned fluid level to he
reached (permanent + temporary storage) � may vary du, to soil conditions
flnabloQ operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation:
and 31 the largest 24 hour (one 6a'l rainfall that occurs on the '
average of once every 25 years, The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
evailab1e. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
bmlldiu�/s1. If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. � elevation e� o. n e evatzon must be establ:'sh^f
to atoD Dumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between
' these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
r runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guos, and traveling gun iccigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precbarglog is complete,
flush buildings with recycled lagoon liguid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the la�oon when flui6 level reaches eleva-
tion 44.] as marked by DermonexL morker. Stop pump -out when
the fluid level reaches elevation 42.0 or before the fluid depuh i`
less than 6 feet deep ��b�s prevents the loss o� favorable
`
bacteria). The design t �
. e� �n temporary storage, less �5 year storm
is 172686 cubic feet or 1291688 gallons. As stated before, this
volume will vary considerably from year to year.

4^ The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per boor. ^
� b. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should he fertilized as needed
to maintain a vigorous stand.
6` Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets .
8. Keep a minimum of 25 feet of grass vegetated buffer around
*mate utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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EARTHWORK VOLUME SUMMARY
DOVELLE OUTLAW
December 1, 1993
EXCAVATION (ESTIMATE) 17,842.3
FILL DIKE
4,961.8
FILL PAD
11,455
SUBTOTAL
16,416.8
CUT/FILL RATIO (1.1.1)
EXPANSION
X.2
3,283.4
TOTAL FILL
19,700.2

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CERTIFICATION OF ENGINEER
The undersigned, an engineer duly registered to practice under the laws of the State
of North Carolina, hereby certifies that the lagoon dimensions, waste treatment
volumes, construction specifications, and seeding requirements meet or exceed those
recommended by United States Department of Agriculture, Soil Conservation
Service for the "Dovelle Outlaw 3,672 Head, Finishing Only Farm".
Signature: �;A;�
Wou
Registration No. 16821
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Rev. 5-70
SOIL CONSERVATION SERVICE
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4
U. S. Department of Agriculture
Soil Conservation Service NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR -DAMS Landowner County Q�,ql , ,
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam ))-, 5- Ft. Length of Flood Pool Ft.
Date of Field Hazard investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Es-t-.-ETevation
nof : of
Reach: Length: Width: Slope: Land Use Improvd ements ::ImprovementsBreach
Above :Floodwater Above
Ft. Ft. %: : 'Flood Plain: Flood Plain
Ft. Ft.
2
. . . ............... .. .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
le ;
Hazard Classification of Dam W, b, c) (see NEM-Part 520.21)
L qw,--
Classification (I, II, III I1, V)
M
In
Concurred By
tname ) (title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
D a t e_ZL-�- q
Date

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5,61 0,06
91
(111-tiopdo) IID,_La.XS N000vrl
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AWS310138
W
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
N

OK Hog Farm #1-3
OPERATION & MAINTENANCE PLAN
AWS310138
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

OK Hog Farm #1-3
Lagoon surfaca-- look for:
1. undesirable vegetative growth
2. floating orlodged debris
Embankment -- look for
1. settlement, cracking, oxluo^holes
2. side slope obabi|itv—a|urnpn or bulges
3. wet Ordamp areas OOthe back slope
4. erosion due tolack urvegetation ormoeresult ofwave 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 beused toreduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any ofthese features, you should call anappropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat ofawaste discharge. Hoxvever, mpermanent solution should bereviewed bythe
technical expert. Any digging into a lagoon damn with heavy equipment is 8 serious
undertaking with potentially serious consequences and should not boconducted unhaoo
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud 0rgrinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
NOTE: Pumping should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping mvatern maintenance at time when your lagoon is at its low level. This will
allow some safety time should major napoina be required. Having o nearly full lagoon is
not the time to think about switching, rgpairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory ofspare parts orpumps.
* Surface water diversion features are designed tocarry mVsurface drainage
vvm&ero (such as rainfall runoff' roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or ubmre0a
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
1. adequate vegetation
� 2. diversion capacity

OK Hog Farm #1-3 AWS310138
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
...
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.
4

OK Hog Farm #1-3 AWS310138
• Practice water conservation -- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

1i
OK Hog - -o --'' ' -
A\8/S710138
• proper lagoon sizing,
° mechanical solids separation offlushed waste,
° gravity settling mfflushed waste solids inanappropriately designed basin, or
° minimizing feed wastage and spillage.
Lagoon sludge that iGremoved annually rather than stored long term will:
w have more nutrients,
° have more odor, and
° require more land hmproperly use the nutrients.
Removal techniques:
° Hire acustom applicator.
° Mix the sludge and lagoon liquid withmchopper-agdatorimpeller 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.
° Dewmterthe upper part of lagoon by irrigation onto nearby cropland m
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
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 hofields will be
limited by these nutrients as well as any previous waste applications imthat field and
crop requirement. VVoahe application rates will be discussed in detail in Chmpber3.
When removing sludQn, you must also pay attention to the liner to prevent
Close attention by the pumper or drag -line operator will onauna that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being diGturbed, you
should atop the activity |mnnnedimba|y and not resume until you are aura that the sludge
can beremoved without liner injury. |fthe liner isdamaged itmust barepaired aosoon
as possible.
Sludge removed from the lagoon has u much higher phosphorus and heavy rnebd
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
phonphona, it should be applied only atrates equal to the crop r*nnmva| of phosphorus.
(O"~ As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

`��The application of sludge will increase the amount ofodor gt the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern ofneighbors.
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, andbreach
of the damn. Assuming proper design and umnntnucUnn. 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 ofmpipe inthe
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes indomo.)
° Lagoon liquid levels — high levels are usafety risk.
° Failure 0uinspect and maintain the dam.
° Excess surface water flowing into the lagoon.
° Liner integrity pipe scouring, damage during sludge ramova, 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 atudo, it can quickly cause a large
discharge mfwastewater and possible dam failure.
W

OK Hog Farm #1-3
DIVISION C]FWATER QUALITY (DVVQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCB) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-29-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing nrrunning off site. You should not wait until wastes reach surface waters O[
leave your property to consider that you have a problem. You should nnaho every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees atthe facility. The following are some action items you should
take.
1. Stop the release ufwastes. Depending unthe situation, this may n/may not bopossible. Suggested
responses Vosome possible problems are listed below.
A. L�o�oe��-p�a�a�u�n are.� =
a) Add soil toberm to increase elevation ofdam.
b) Pump wastes \ofields utanacceptable rate.
o) Stop all flow huthe lagoon immediately.
d) Call apumping contractor.
e) Make sure nosurface water ioentering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create mtemporary diversion Vocontain waste.
o) Incorporate waste (oreduce runoff.
d) Evaluate and eliminate the moeon(o)that cause the runoff.
o) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-actio include
a) Stop recycle pump.
b} Stop irrigation pump.
o) Close valves hmeliminate further discharge.
d> Repair all leaks prior turestarting pumps.
D. Leakage from flush systems, houses, solid separators ' action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow inthe house, flush systems, ursolid separators.
E. Leakage from base msidewaUof lagoon. Often this isseepage aaopposed toflowing leaks-
poaeibleaction:
o) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back 8nlagoon.
�=^ b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
` compact with aclay type soil.

OK Hog Farm #1-3 AWS310138
` o) Have aprofessional evaluate the condition ofthe side walls and the lagoon bottom assoon
as possible.
2. Assess the extent ofthe spill and note any obvious damages.
a. Did the waste reach surface waters?
b Approximately how much was released and for what duration?
c. Any damage notes, such oaemployee injury, fish kills, orproperty damage?
d. Did the spill leave the property?
e. Does the spill have the potential k>reach surface waters?
[ Could mfuture rain event cause the spill tnreach surface waters?
Q. Are potable water wells indanger (either onoroff the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
m. During normal business hours call #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the |umt|un or d|vuodon of the mownmomd of the opi||, weather and
wind conditions. The cnnnoUve measures that have been under taken, and the
seriousness ofthe situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS bocontact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number
.
T
4. If none ofthe above works call 911orthe Sheriffs Department and explain your problem to
them and ask the person tocontact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem tominimize offsite damage.
m. Contractors Name: Murphy Brown, LLC
b Contractors Address: PO Box 856, Warsaw, NC 28398
u. Contractors Phone:
8. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,etc.)
u Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures moadvised byDVVOand 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.

OK Hog Farm #1-3
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,(} Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{ } Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits
Crusted Solids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive
Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders
Feed Spillage { } Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage
Accumulation of feed {) Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding
Accumulation of animal (} Eliminate low area that trap moisture along fences
Areas
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

AWS310138
Dry Manure Handling Accumulations of animal { } Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{ } Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4 pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
r
(Landowner•
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
11

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V)

NIENUMEM
•
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
o ❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
D a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ Q 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).
oAny method which, in the professional opinion of the State Veterinarian, would make possible
El 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).
DMass 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 Owner/Manager
JV
Signature of Technical Specialist
Date
6/2/2022
Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWGI00000 -Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [1 SA NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
CAL Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
OK Hog Farm #1-3
Facility Name
Emmett Ray Stroud, II
Name and Title (type or print)
of Owner/Permittee
Signature of Operator in Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
Permit Number
Date
Date
DTASIE 1-22-2020