310240_Application_20240312

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: AWS310240
2. Facility Name: UT Farms
3. Permittee's Name (same as on the Waste Management Plan): Lit Fauns LLC
4. Permittee's Mailing Address: 2547 Fountaintown Rd
City: Chinquapin State: NC
Telephone Number: 910-271-4916 Ext. E-mail:
5. Facility's Physical Address: 371 Pickett Bay Rd
City: Chinquapin 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"):
10. Operator Name (OIC): �wn--
C
11. Lessee's Name (if there is not a Lessee, write "None"):
Zip: 28521
Zip: 28521
Murphy -Brown LLC
Phone No.: -9i@3 W-- -
`3/0-374-2,07X
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 5,760
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
OIC #: 18015--
t495'5-
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)
1
Lagoon
1/l/1991
Full, clay
591,240.00
82,764.00
19.50
2
Lagoon
1/l/1994
Full, clay
583,374.00
72,310.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
ne ��ff
Name (Print): [5(yah 4�,h rooiev- p�GJ7",4a�'N t1e: �(/Giiti�r
Signature:
Name (Print): J C (/M e✓
Signature:
Name (Print):
Signature:
/ '-'—C-
Date:
Title:
Date:
Title:
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

Animal Waste Management System Operator Designation Form
Facility/Farm Name:
Permit #: AWS310240
Operator In Charge (OIC)
WKSOCC
NCAC 15A 8F .0201
UT Farms, LLC / LJT Farms
Facility ID#:
Name: Chris E. Fountain
31 240
County:
Duplin
First Middle Last Jr, Sr, etc. Q 2
Cert Type / Numbe •. A 199 5 Work Phone:
Signature. Date:
"I certify that I agree t my designat n as the Operator in Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge (Back-up OIC) (Optional)
Beth S Fountain
First
Cert Type / Number:
Signature:
Middle Last
AWA 19954
Jr, Sr, etc.
Work Phone:
Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Sarah Fountain Turner on behalf of UT Farms, LLC
Phone #: [phone] Fax#: ( )
Signature: tJ Date: J
( ner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh, N.C. 27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
Revised 8/2007

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
LJT Farms (31-240)
LJT Farms, LLC
2547 Fountaintown Road
Chinquapin, NC 28521
[phone]
03-24-2022
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
wri� ,� 1 . tSignature (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
�;-
)*hnical Specialist Signature
3-3i-aa-
Date
---------------------------------------------------------------------------------
752951 Database Version 4.1 Date Printed: 03-24-2022 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,339,520 gals/year by a 5,760
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
9625
Incorporated
11550
Injected
11550
Irrigated
9625
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
9,625
12532
-2,907
6,952,529
-1,613,009
--------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
752951 Database Version 4.1 Date Printed: 03-24-2022 Source Page 1 of 1

Narrative
3-24-2022
This plan is only to update new owner information. There have been no changes made to the crop plans.
5-21-2014 - Toni W. King of Murphy -Brown, LLC
Sub Field acres are optional and for use with an "Aerway" or "Honey Wagon". The acreage used in this
NUP, is based on an irrigation design prepared by Kevin Weston and is a recalculation done due to
application land placed into a conservation easement.
---------------------------------------------------------------------------------
752951 Database Version 4.1 Date Printed: 03-24-2022 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
71808
pl
3.57
3.57
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
71808
p10
2.44
2.44
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
p11
3.86
3.86
N/A
lGoldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
p2
3.91
3.91
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
71808
p3
4.97
4.97
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
71808
p4
5.74
5.74
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
71808
p5
2.15
2.15
N/A
IGoldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
p7
4.60
4.60
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
p9
2.32
2.32
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
Sub F1
1.83
1.83
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
Sub F2
1.08
1.08
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
71808
Sub F3
1.44
1.44
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
71808
Sub F4
4.04
4.04
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 41.95 41.95
752951 Database Version 4.1 Date Printed 3/24/2022
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
752951 Database Version 4.1 Date Printed 3/24/2022
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fen.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
Manurd
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidMamr
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
71808
pl
S7
Rains
3.57
3.57
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
99.03
0.00
71808
pl
S7
Rains
3.57
3.57
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
386.21
0.00
71808
p10
S7
Goldsboro
2.44
2.44
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
67.68
0.00
71808
p10
S7
Goldsboro
2.44
2.44
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
400.68
0.00
71808
PH
S7
Goldsboro
3.86
3.86
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
107.07
0.00
71808
PH
S7
Goldsboro
3.86
3.86
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
633.87
0.00
71808
p2
S7
Rains
3.91
3.91
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
108.46
0.00
71808
p2
S7
Rains
3.91
3.91
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
422.99
0.00
71808
p3
S7
Rains
4.97
4.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
137.86
0.00
71808
p3
S7
Rains
4.97
4.97
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
537.66
0.00
71808
p4
S7
Rains
5.74
5.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
159.22
0.00
71808
p4
S7
Rains
5.74
5.74
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
620.96
0.00
71808
p5
S7
Goldsboro
2.15
2.15
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
59.64
0.00
71808
p5
S7
Goldsboro
2.15
2.15
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
353.06
0.00
71808
p7
S7
Goldsboro
4.60
4.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
127.60
0.00
71808
p7
S7
Goldsboro
4.60
4.60
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
1 0
0
brig.
296
164.22
0.00
755.39
0.00
752951 Database Version 4.1 Date Printed: 3/24/2022 WUT Page 1 of 2

Waste Utili2. in Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Cantu
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrientfi
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
71808
p9
S7
Goldsboro
2.32
2.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
64.35
0.00
71808
p9
S7
Goldsboro
2.32
2.32
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.001
380.98
0.00
71808
Sub F1
S7
Goldsboro
1.83
1.83
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
50.76
0.00
71808
Sub Fi
S7
Goldsboro
1.83
1.83
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
300.51
0.00
71808
Sub F2
S7
Goldsboro
1.08
1.08
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
29.96
0.00
71808
Sub F2
S7
Goldsboro
1.08
1.08
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
177.35
0.00
71808
Sub F3
S7
Rains
1.44
1.44
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
39.94
0.00
71808
Sub F3
S7
Rains
1.44
1.44
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
155.78
0.00
71808
Sub F4
S7
Goldsboro
4.04
4.04
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
112.07
0.00
71808
Sub F4
S7
Goldsboro
4.04
4.04
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
663.43
0.00
Total Applied, 1000 gallons
6,952.53
Total Produced, 1000 gallons
5,339.52
Balance, 1000 gallons
-1,613.01
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
752951 Database Version 4.1 Date Printed: 3/24/2022 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
71808
pl
Rains
0.40
1.0
71808
p10
Goldsboro
0.50
1.0
71808
pll
Goldsboro
0.50
1.0
71808
p2
Rains
0.40
1.0
71808
p3
Rains
0.40
1.0
71808
p4
Rains
0.40
1.0
71808
p5
Goldsboro
0.50
1.0
71808
p7
Goldsboro
0.50
1.0
71808
p9
Goldsboro
0.50
1.0
71808
Sub F1
Goldsboro
0.50
1.0
71808
Sub F2
Goldsboro
0.50
1.0
71808
Sub F3
Rains
0.40 1
1.0
71808
Sub F4
Goldsboro
0.50
1.0
752951 Database Version 4.1 Date Printed 3/24/2022 IAF Page I of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
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
Corn 120 bu
150
14.69
64.70
129.41
194.11
Hay 6 ton R.Y.E.
300
29.38
32.35
64.70
97.06
Soybean 40 bu
160
15.67
60.66
121.32
181.98
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752951 Database Version 4.1 Date Printed: 03-24-2022 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Avnilnlhlp WnctP gtnrnae C Pnnrity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
80
1
2
68
1
3
89
1
4
118
1
5
146
1
6
180
1
7
180
1
8
180
9
180
1
10
161
1
11
147
1
12
128
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------
752951 Database Version 4.1 Date Printed: 03-24-2022 Capacity Page I of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
----------------------------------------------------------------------------------
752951 Database Version 4.1 Date Printed: 3/24/2022 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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752951 Database Version 4.1 Date Printed: 3/24/2022 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.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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752951 Database Version 4.1 Date Printed: 3/24/2022 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.
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752951 Database Version 4.1 Date Printed: 3/24/2022 Specification Page 4

Crop Notes
The following crop note applies to field(s): pl, p2, p3, p4, Sub F3
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): p10, pl 1, p5, p7, p9, Sub F1, Sub F2, Sub F4
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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752951 Database Version 4.1 Date Printed: 03-24-2022 Crop Note Page 1 of 2

The following crop note applies to field(s): pI, p2, p3, p4, Sub F3
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to feld(s): p10, pl 1, p5, p7, p9, Sub F1, Sub F2, Sub F4
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
---------------------------------------------------------------------------------
752951 Database Version 4.1 Date Printed: 03-24-2022 Crop Note Page 2 of 2

Doi hy Brown Farm
Fac. No. e 31— 240
Scale® 1 "=400s
r o a Fie —5-
Total Field 3 = 6.04 Ac.
7 Wetted = 4.60 Ac.
U 4.so ub Field 3 = 1.44 Ac.
Total Field 4 = 12.66 Ac.
Wetted = 8.62 Ac.
Sub Field 4 = 4.04 Ac.
Total Field 1 = 20.02 Ac.
Wetted = 18.19 Ac.
Sub Field 1 = 1.83 Ac.
S ecifications:
Traveler w Nelson 150 Big Gun
w/1.18'' Nozzle ® 60 PSI
310' WD; 215 GPM
Total Field 2 = 3.23 Ac.
Wetted = 2.15 Ac.
hub Field 2 = 1.08 Ac.
0^91
2014

R
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Danny Brown - Danny Brown Farm Fac. No.: 31-240
Address: 4495 NC 50 South
Chinquapin, NC 28521
Telephone: [phone]
Table 1 - Field Specifications
County: Duplin
Date: 5/20/2014
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Numhar lacresl Soil Tvoe Slone % Croo(s) (In/hr) (inches) Comments
w 1
18.19
Rains
0-5
Bermuda Ha / Overseed
0.4
1
Pulls 1,2,3,4
2
2.15
Goldsboro
0-5
Bermuda Ha / Overseed
0.4
1
Pulls 5
3
4.6
Goldsboro 1
0-5
Bermuda Ha / Overseed
0.4
1
Pull 7
4
8.62
Goldsboro
0-5
Bermuda Ha / Overseed
0.4
1
Pulls 9.10.11
33.56

Sf1t2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: T' traveler
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ft/min) (in/hr.) Width(ft.) Lenoth(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1
6.27
0.55
193
604
310
1.18
60
73
220
3.57
2
4.27
0.37
220
521
310
1.18
60
73
330
3.91
3
4.27
0.37
265
590
310
1.18
60
73
330
4.97
4
6.2714.27
0.55/0.37
251.51279
507/270
310
1.18
60
73
220/330
5.74
5
6.27
0.55
183.51207.5
43/244
310
1.18
60
73
220
2.15
7
6.27
0.55
229.5
709
310
1.18
60
73
220
4.60
9
4.27
0.37
265
146
310
1.18
60
73
330
2.32
10
4.27
0.37
220
230
310
1.18
60
73
330
2.44
11
4.27
0.37
265
400
310
1.18
60
73
330
3.86
TOTAL
33.56

5tI.A2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 4" traveler
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No_ (ft/minl (in/hr.) Width(ft.) Lenoth(ft) (feet) (inches) at Gun(Ds!) at reel(psi) Pattern Comments - Acres per pull
1
6.27
0.55
193
604
310
1.18
60
73
220
3.57
2
4.27
0.37
220
521
310
1.18
60
73
330
3.91
3
4.27
0.37
265
590
310
1.18
60
73
330
4.97
4
6.2714.27
0.5510.37
251.51279
507/270
310
1.18
60
73
220/330
5.74
5
6.27
0.55
183.51207.5
43/244
310
1.18
60
73
220
2.15
7
6.27
0.55
229.5
709
310
1.18
60
73
220
4.60
9
4.27
0.37
265
146
310
1.18
60
73
330
2.32
10
4.27
0.37
220
230
310
1.18
60
73
330
2.44
11
4.27
0.37
265
400
310
1.18
60
73
330
3.86
TOTAL
33.56

Sheet?
'
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
215 gpm
Wetted Diameter.
310 feet * Reflects field measurement
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
217 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
71 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr 330 degree arc = 0.37 in/hr
220 degree arc =
0.55 in/hr
180 degree arc =
0.68 in/hr
Traveller Speed
Travel speed =1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.4 inches 360 degree arc = 3.92 ft(min
300 degree arc =
4.71 ft/min 330 degree arc = 4.27 ft(min
220 degree arc =
6.27 ft/min
180 degree arc =
7.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
inches
Velocity--
#DIV/01 ft/sec.
Page 1

(2)
Danny Brown Farm, Fac. No.: 31-240
Acreage Calculations - 5/20/2014
Width
Length
Acres
Total Acres
Start End
Stop End
Total
Pull
ft.
m dse oDI
(Eddsmcm-ool
L42)
IM.C.1
Pull Acres
1
193
604
2.676
2.676
0.571
0.322
3.57
2
220
521
2.631
2.631
0.708
0.568
3.91
3
265
590
3.589
3.589
0.784
0.600
4.97
4
261.5
507
2.927
4.657
0.784
0.300
6.74
279
270
1.729
0.000
0.700
0.000
0.00
5
183.5
43
0.181
1.343
0.521
0.290
2.15
207.5
244
1.162
0.000
0.000
0.000
0.00
7
229.5
709
3.735
3.735
0.576
0.290
4.60
9
265
146
0.888
0.888
0.784
0.644
2.32
10
220
230
1.162
1.162
0.708
0.568
2.44
11
265
400
2.433
2.433
0.784
0.644
3.86
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
Total Acres
33.56
Page 1

IRRIGATION SYSTEM DESIGNER ��CEVIN
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
° 002919 '
Required Documentation aFsi�Att
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blacks and Illustrations of all thrust block configurations required in the system
8. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA -MRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 21F or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Narrative of Irrigation System Operation
This design is for a "wetted acreage" determination for an existing facility. The acres were calculated based on
GPS maps of the fields and the equipment specified and the charts created by NCSU for calculating Area
Allowances for Hard Hose Traveler Systems.
recalculation done due to land being placed in conservation easement.
to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of

Operator: Brown L1
_==_____ _ —_ ____ ________ ________%Danny
County:== ____ __= Duplin
Date:==== ________ ________ ________ ________-
04/15/05
Dlst.to nearest residence (other than owner):
0 ft.
sows (farrow to finish):===
sows (farrow to feeder): eder):___
head (finishing only)•====_ ________ ________%
2880
sows (farrow to wean):=== _
head (wean to feeder):====_ ________ ________%
0
Ave. Live Weight for other operations(ibs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min.1 cu. ft,/Ib.)=======>
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.)=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days)===—=======>
180
Freeboard(ft.):=a=====_____________________>
1.0
Side slopes (inside lagoon):==—============>
3.0 ; 1
Inside top length (ft.):==__________________>
270.0
Inside top width (ft.):=____________________>
300.0
Top of dike elevation (ft.):==______________>
52.5
Bottom of lagoon elevation (ft.):==_________>
40.5
Seasonal high water table(SHWT) elev.(ft.):=>
47•0
Total required volume:===== _—______- 581623
cu. ft.
Actual design volume:====== ________% 867194
cu. ft.
Stop pumping ei.(> or = to 47.5 ft.SHWT)>
48.8 ft.
(> or = to 46.5 ft.Min.)
Required minimum treatment volume: 388800
cu. ft.
Volume at stop pumping elevation: 469598
cu. ft.
Start pumping elev.•_____ __________________>
50.8 ft,
Volume at start pumping elevation: 613679
cu. ft.
Actual volume less 25yr-24hr rain: 018589
cu, ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 142198
cu. ft.
Actual volume to be pumped:==> 144081
cu. ft.
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Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
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. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on T 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 available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s). Tf 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. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crap, and
equipment to apply waste to prevent runoff or leaching).
For this lagoon the maximum elevation to begin pumping is
J9.L feet and the minimum elevation to pump to is .12e_ feet.
The design temporary storage, less 25 year storm, is 14,
cubic feet orlo_gja gallons. As stated before, this volume
will vary considerably from year to year.
This lagoon is -designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial f i l l ing.
ka-

ESS:
TYPE AND SIZE
OF OPERATION
ep"":LASS
Danny Brown
Chinquapin, NC
4-72f0
Topp i ng
Ell
DESIGNED BY B. W. Houston
DATE 6/5/91
APPROVED BY
DATE
PERMANENT STORA
2880 Hogs x 135 Ibs per hog 1 Cu Ft per lb.
TEMPORARY STORAGE
388800 Ibs of animal x 1.35 cu. ft. of waste per day
per 1000 Ibs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 81000 sq. ft. surface area per 12"per ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 81000 sq. ft. of surface area per 12" per ft.
CUT TO FILL RATIO
1.4: 1
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
AMOUNT OF FILL DIKE
PAD
TOTAL
SETTLEMENT 10%
TOTAL AMOUNT OF FILL
TOTAL EXCAVATION
PAGE 2
388800 Cu Ft
9447E Cu Ft
47250 Cu Ft
50625 Cu Ft
581153 Cu Ft
21524 Cu Yds
591240 Cu Ft
Z1898 Cu Yds
107979 Cu Ft
Z09820 Cu Ft
31TT99 Cu Ft
31780 Cu Ft
349579 Cu Ft
1294T Cu Yds
493100 Cu Ft
18263 Cu Yds
S1✓p9a�� /1o+ compvta &4- 1444worej re9 LPej?L-
Slvdy.e will b(, rew►#va cj neater
no 10+411'f;C3 arc, pr0cAr cA �he. cor�'tr�c•�'ioa side•
See, %qyo,+ s )zer!-y
dra�n ->`-Je..

CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON
for
UAhn�t �r�yS13
I hereby certify that I have constructed the
(CoOtradtcr Name
above referenced lagoo according to the plans and specifications approved by the Soil
Conservation Service. I also certify that I have installed the clay liner or core trench correctly
as specified in the design.
Signature ofCofitractor ate

PAGE 3
XDanny Drown
4000OOPERATION AND MAINTENANCE
his lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Irrigation by center pivot, solid set 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 damage to the crops and to prevent runoff from
the fields.
The following items are to be carried out:
1. Begin pump -out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre -determined elevation.
Z. Stop pump -out before the lagoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch,
and maximum recommended application rate is 0.5`"inch per hour.
4. It is recommended that the treatment lagoon be precharged to
1/2 its capacity to prevent excessive odors during beginning
tapes of the operation. Precharging 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.
7. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Natural Resources and Community Development (DNRCD), Wastewater
Management Section, has the responsibility for enforcing this
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
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 lagoon may ,have to be pumped 2 or more times a year. This
design has been explained to me and -I agree with all provisions'
stated in the design. I also certify that there are no residence
rlool.her than mine or my tenants' within 750 feet of this operation.
understand that compliance with this design DOES NOT prevent
someone from suing ne because of nuisance or other reasons../
Signature___.___.Date__._'lQ�_41----

%.4
i
INSTRUCTIONS
All dams built with technical. assi-stance.feom the Soil Conservation Service
must have a hazard classification-assigned•by the person responsible for
approving the design: Most farm ponds, exdept in borderline cases, can '
be. classified.after a complete field investigation without assuming failure
and making breach studies.' This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification.' Where therd .is a possibility for toss of life or • ' °'
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by•evaluatirig the possibility
for loss of life and the extent of damage that would result if the dam -
should suddenly•breach--that is-,a.section of. the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal -to 'the height of the dam. This flood wave will be reduced
in height as it moves down'the flood plain;: The wave height (depth of'=
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of. the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation: is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.
W
W

Danny Brown
4TE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
N : 68118 LB P : 19868 868 LB
TONS OF WASTE STORED: 5669
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: [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 BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
2880 capacity Feeder to Finish operation:
Land Avail. Land Required
50.0 43.2 ac. of cropland planted to corn
0.0 24.5 ac. of coastal be'rmuda3rass--cant. grazed
0.0 16.7 ac. of coastal bermudagrass--hay
0.0 34.6 ac. of fescue --grazed `
115.7 percent of land required is available
0 sow Farrow to Feeder operation:
Land Avail. Land Required
0 0.0 ac. of cropland planted to corn
0 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
I 0 saw
Farrow to
Finish
operation:
Land Avail.
Land Required
0
0.0
ac.
of
cropland planted to corn
0
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 Elev. 4r►.8 Bottom Outlet Pipe
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN Elev. 47.8 2 Ft. Below Pipe
------------------------------
DiE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
REC13MMENDED APPPL ICAT I ON HATE IS 0 „ 5 INCHES "ER HuUR AND THE
MA•( Ct';l'M ;ECi �I'�i :C I = ? P F= . C'A.T10N Al :c r r � 1 r (: •--R IRRGATION

Danny Brown
/SEEDING SPECIFICATIONS
(117 / AREA TO BE SEEDED
PPLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
(X>
4 AC.
4000 LBS. 8-8-8 FERTILIZER
a TONS DOLOMITIC LIMESTONE
400 BALES SMALL GRAIN STRAW
200 LBS. FESCUE GRASS
140 LBS. OATS
200 LBS. BAHIA GRASS
16 LBS. WEEPING LOVE GRASS
48 LBS. HULLED BERMUDA GRASS
SO LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
,,; w
t E NEAREST RESIDENCE IS 1800 FT.
T.B.M. 50.00 ELEVATION
DESCRIPTION Hut, set an ditch rank at sta. B 6+00
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED 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 BETTER STAND OF GRASS.) SHAPE AREA TO BE SEEDED.
INCORPORATE LIME AND FERTILIZER AND PREPARE A 3" SEEDBED. SECURE
MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP.
PAGE 5

Danny Brown
PAGE 6
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME=--------- --------------------------------------------------
6.0 27
{ DEPTH C L X W + L X W+ 4 X L X W ]
VOLUME=--------- ---------------------------------------
6 27
10.0 C 288 X 258 + 228 X 198 + 4 X 258 X 2283
VOLUME=--------- -------------------------------------------------
6.0 27
10.0 C 3547441
VOLUME =-----------------
6.0 - 27
591240.0 CU. FT.
VOLUME =------- --
27.0
VOLUME = 21897.8 CU.YDS.
81000.0 sq.ft.
581153.4 cu. ft. needed
SIDE SLOPES 3:1

-T
Lt E .'Y' t. �"!.''' � t. t.��f1l��ry_ iCXC � :J � y'1:�..'mjj'!" t" � il4 �lpy: il�� •��J E 1 r�
-IIT,1,1� .. . . ...
2A
Mto Tr j
71-IV-11.
27,
�,- vf
Ilia
cy

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
�
--------
NAME-}--_-��_ hLC_ QT 0_
-*'----------------------
UT
TELEPHONE — -- —�'� 2-----
LOCATION- - 4—S -
SIZE OPERATION
LOCATION DATA
DISTANCE FJOS NEAREST RESIDENCE NOT OWNED BY
PRODUCER FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-`-f
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES- L/ NO ----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO -=--
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
• Page 1
a--

�. � •tip �"•
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO ----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO ----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO ----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN TH&.�
PLANNED AREA? YES---- NO ----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORT
FARMLANDS IN THE OPERATING UNIT? YES - NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-"--'
If yes to any of,`.these questts, refer to form NC-CPA-16
for policy sources. The formjdQes not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER ...•...•
........PREDOMINANT WIND DIRECTION? YES---- NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES---- NO----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES 4- NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO ----
Page 2

r
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--`� NO------
IS A CLAY LINER REQUIRED? YES-- 0------
IF YES, IS CLAY AVAILABLE ONSITE? YES--- NO------
QUESTIONABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attachsoil investigation sheet to site evaluation.)
SITE APPROVED YES- -- NO------ CONDITIONAL--------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVA UATION B INVALIDATED.
t ..
SIGNATURE --- ----��-�"- ------ DATES- Ly- 2Y
Page 3

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.... . _ : {... .� ar '!t'h ,r�;tt11..+w.eYL_. f.c .:.a w,rcc;.,, ... , p,i.�T. � ♦ .... 1 _.

Cperator:Danny Brown County: Duplin
Date: C6/32/9A
Distance to nearest residence (other than owner): 1400.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
sows (farrow to finish)
0 sows (farrow to feeder)
2880 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
1417
lbs.
= 0
lba
.. 522
lbs.
= 0
lbs
x 135
lbs.
= 388800
lbs
x 433
lbs.
= 0
lbs
x 30
lbs.
= 0
lbs
0
Total Average Live Weight = 388200 lbs
Z. MINI!fJM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388200 lbs. ALW :: Treatment Volume(CF) /Ib. =L'n]
_reatment Volume(CF)/lb. ALW = 1 CF/lb. A'-W
Volume = 388800 cubic feet
ST1=1AGE VOLUME FOR SLUDGE ACCUMULATICN Sludge Accumulatcn Not Computed At
Owners Request Rericve Sludge
Volume = 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 333.0
Inside top width (feet)---------------------- 220.0
Top of dike elevation (feet) ---------------- 47.2
Bottom of lagoon elevation (feet)------------ 35.25
Freeboard (feet)----------------------------- di.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 214.0 11.0
AREA OF TOP
LENGTH * WIDTH =
324.0 214.0
69336 (AREA
OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
258.0 148.0
38184 (AREA
OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
291.0 181.0
210684 (AREA
OF MIDSECTION * 4)
CU. FT. _ (AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM]
69336.0
210684.0 °
38184.0
DEPTH/6
1.8

. TEM CRARY 3TCRAGE REQUIRED
5A.
DRAINAGE AREA:
Lagoon (top of dike)
Length 1 width =
330.0 220.0 72600.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 73261V.0 square feet
Design temporary storage period to be
Volume of waste produced
Describe this area.
Feces &
urine production in gal./dal
per
135 lb. ALW
Volume
= 388800 lbe. ALW/135 lbs.
ALW t
1.37 gal/day
Volume
= 710208 gals. or 94947.6
cubic
feet
1.37
180 days
5B.
Volume of wash water
This is the amount
of fresh water used for
washing floors or volume
of fresh water used
for a flush system.
Flush systems that recirculate
the lagoon water are
accounted for in 5A.
Volume = 0.0
gallons/day *
180 days storage/7.48 gallons
per CF
Volume = 0.0
cubic feet
5C.
Volume of rainfall in
excess of evaporation
Use period of time
when rainfall exceeds
evaporation by largest amount.
180 days excess
rainfall =
7.0 inches
Volume = 7.0
in * DA / 12 inches per
foot
Volume = 42735.0
cubic feet

:D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches :' 12 inches per foot * DA
Volume = 45787.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 0 cubic feet
5C. 42735 cubic feet
5D. 45788 cubic feet
TOTAL 183470 cubic feet
o. SUMMARY
Temporary storage period____________________%
12^
!ay—=
i �
Rainfall in excess of evapc_ at'_on=====______?
0
35 year - 24 hour rainfa'_1__________________`
,.
1r
f
.,ery
Side slopes_________________________________?
3.0
. 1
Inside top lengtr.___________________________>
330.0
feet
Inside top width==__________________________>
220.0
feet
+cp of dike elevation_______________________>
47.2
feet
Bottom of lagoon elevation__________________?
35.2
feet
Total required volume_______________________>
572270
cu. ft.
Actual design volume________________________?
583374
cu. ft.
Seasonal high watertable elevation (SHWT)===>
43.3
feet
Stop pumping elev.__________________________>
43.3
feet
Must be > or = to the SFdT elev.====______>
43.3
feet
Must be > or = to min. req. treatment el.=?
41.2
feet
Required minimum treatment volume=====______>
388800
cu. ft.
Volume at stop pumping elevation=====_______?
395581
cu. ft.
Start pumping elev._________________________?
45.5
feet
Must be at bottom of freeboard S 25 yr. rainfall
Actual co'_ume less 2E yr.- 24 hr. rainfall==>
537587
cu. ft.
Volume at start pumping elevation=====______>
535626
cu. ft.
Requ_:ed volume to be pumped________________)
137683
cu. ft.
Actual vo'_ume planned to be pumped=====_____>
140045
cu. ft.
Min. thicknes- of soil liner when required==,
1.8
feet
m'
c su?%
,
7-1d'g�
DESIGUED BY: Lanier S Houston C:4ECKED BY:
�
DATE: 6-1z- Qi
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
SCS DOES NOT CERTIFY TKAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT
I
COMMENTS: 4A 6 6b V x-116L l n ftS %f c �4 , � ! r' � co cr*DL
�/''��/�• "AA.
/ T-'� `/�
Z / . A A . n x i on _ A1Hr..r i7 Vn /1�1 .. /�-.!� .�.1 �/ _ I 1 r,� •L/n � .II r w' . /7 / 1

•' .
SHEET 1 OF 2
SPEC:_TC" TONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
F OUNDATION FRcPARATTON :
-----------------------
The f'oundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topar" from
the lagoon and pad area should be stripped and stockpiled for use
the dike and pad areas. After stripping, the Foundation area �of the
lagoon embankment and building pad shall be thoroughly loosened prior
to p'_acing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The ccmpe._d excavation and earthfi'_1 shay_ conform to the
grade_, and elevations shown on the plans. Earthfil'_ material shall
be Free of material such as sod, roots, frozen soil, stones over
6 iach2s 'a diameter, - and cthe. cb4ectionab'_e material. TO
they are suitable, e.ccavated materials can be used as fill. Tie fill
shall be brought up in approx.,mately horizontal 'layers not tv e:{_"a o
inches in thickness when loose and prior compaction. Eac:. '-=_.•er
will be compacted by complete coverage with the hauling and =_reading
equipment or standard tamping roller or other egaivz'_ent method.
Compaction will be considered adequate when fill material is obse_vel
to consolidate to the point that settlement is rot readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon stall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the.difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SMALL BE 1.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PA'ITIAL OR PULL) ARE REQUIRED WHEN THE ATTACHED SOILS
Ilv'VESTIGATICN REPORT. SO INDT-GATES OR WHEN UNSUITABLE MATERIAL TS
ENCOUNTERED DURING CONST^','!'"" 'ON. A TYPICAL r•ROSS SECTTON OF THE '_.TNER
:S _NC�.L'.:Ei -.V T_�= �"' /' n* C ?G' Rp/�jrrorn wy m r C(`._* C nE�QX'T.
dESTsN WHEN LINER ARE RE-n �
When areas of unsuitable material are encountered, they will be over-
ezcavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF =
Sc:' liner material shall come from an approved borrow area. The
2 'dater _catent of t:le liner material shall be optimum
-_test a'r__ch :e_a�.. tc that mo__tura. content when the 5cil_ _,nc��_'
_r. the '-arid _t wi'' 'orm a be'_1 wh__h - nos not rea3:'-,r separate. Wale_
be added borrow as necesEary to i:._ure proper moisture content
t' uriag Placement of the ' iuer. T _ T.-Disture content of the li er
ma. -- _ _hall .rot ,:a less _4.an water ccater__ du..ng : -_:. ,.e._.
The ma :mum water :pent relates _: tl_:e Zoil ma~ar : al being too we`
r.D_ eff:.feat use 3c L.au.' f Pr-,
L :ir.y YK�1_pnei: ai:� :•.ter compaction. ,per
*;zct_on of the ' aer includes '_-cement in 9 inch lifts and
_.;,r_cted tc at : ,ast 91' per rent cf t`_-__ ma:::mum ASTM D699 Dry TT --'-
We .:.,-ht of the line: material. IiJher. smooth or hard, the previous lift
be scarified and moistened as needed before placement of the neat
The single most important factor affecting the overall compacted perme-
ah _'_ty of a clay liner, other than the type of clay used for the
the efficient construction processing of the compacted 1_iaer.
_:_e sequence of equipmen-_ use and the routing of equipment in an _st_�-
:i_hed-att=rn ^elPS assure uniformity in the who're placement and
prccz For most .iay _.il a tamping or sheepsfoot
roller is the preferable type of c mpa.ti:on equipment.
Tea n e r Thal_ be protected from the discharge of waste nutlet
pipes. This can be donne by using 5r%m= type of energy dissipator'r�ct:s;
or ^sang fle::ible c,.tleta on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
IATAAn these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
t: the planned type of vegetation as soon a: possible after construc-
ton according to the seeding specifications. Topsoil should be placed
or. areas of the dike and pad to be seeded. Temporary seeding or mulch
she_' be used if the recommender: permanent vegetation is out of Eeascn
dates for seeding. Permanent veg_ta_i---a should be established as soon
as possible during the next peric! of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the ditto. The tile
trench shall be backfilled and compactedowith good material such as

Oo....y fjr
a
46•� `W •0 4y • 1
V.kc
41•
EXis}�„q
j„e9oo..
4'1.3 'Awl +b •3
MOM
Elev. 3S.1
44.4 y .9
41
45
a8• 4K-1 3 4S•1
f �
e� ' d` _may • ---s• o� 4s • 1m
41.7. 48•z �1s
1
I I C I T
44•S ' I � Ha.7 48 0 48•'I I
pea y p4d �
to]
ytoo
&foa
5tm
oiY1�} SVif#Ica Wake
As Shwr n d� Afrowt
Need, : Y X I s ' rw.•u.+Id pl.,+:. p� p.
deep Co&.
3t0o
G�rSE'Ewl i���t �as 6%&e,%
raoneveA fCp.. a -to.•,
PF Solna OR
F60•44 �e•�o�a }� jt
so fr eoEs:de oi` atoa
lo.Jeor..s e1c,
d�lte s, set SLS
centrot.44- US OWP- e.
41 • 1 +6d
y6•S 4L•E
410.6
LW-1 ys•E
WOO

So
4C
4a
ft
3r
30
Typical Clogs Seo{ W
i se IS
Qanr►y ...
(frown
V or Pod 1 1-ovrr F6j i
Elea . ► f. 7 Eltr. 4B.s
2S'RA^ Dike 61e., 49.1
Qi1tC Efcv. 47. 3
Se.}:Ca lro�. Widab• (D' lop Width 12.
88l�i ash 1'loile
_ 1
1
' 1 ' 7tlwo Storoyt 6h►o 46 a
Shrt pKnpiwp� ` — — — — — — —
EIay. 45S ' Fbrr% dtor&Se Cie- 433
F.nrth Work QvsMi♦itI ' '
Excavatia�+— �'I62So:..pa/ � I
giko FAA — 1394 o..yd I
P.d 1 Fill — 5699 o..yJ 1 3
Aj 3 Fill — 1091 o..id
Tole) Fill e^ V 6.2 o-yJ 1`` �s e�
iiVt,F!ll Rofs0 — 2.2/1•0 1 Svi6r- Clo- �1
1 !.8 A m-focfej clay li-er
— — — — — — — — — — — — — — -� fYgvir$/) wiHrb vasoih:lle
"+trials are fovwsl
Otou 1400 MOO 3"D SHM 5400 640 ifoo

SHEET 1 OF
OPER",TIONANDMAINTENANCEPLAN
- - -
This ldyccn is designed for waste treatment (permanent storage) and
_90 ways of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
Sue to site conditions, weather, flushing operations, and the amount
of fresh water added tc the system.
The designed temporary storage consists =f 180 days storage for:
(1) waste from animals and (3) excess rainfall after evaporation. Also
included is storage for the 35 year 4 hour storm for the location.
The volume of wa=te_generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each asign to begin
pumping and a.___ _s usual-I.,.,
the outlet :,viert of pipes) from
bu_ldinz gl-',. _:`� aut1e_r_pe is nc: i_sta'_led at the elevation tc
begin pumping, � Berman ent mar:tier-alla". L-e installed at t:A.is elevation
to indi=ate ••heP cur -ping should begin. i elevation must be stabi.shed
Etc r�.mr�_.y to maintain lagoon treatment depth.
Pumping. --an ::e Carted or stepped at any time between these two
elevations for operating convenience as site ccnditions permit, sL_'_ a.
weather, soils, crop, and equipment is order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush building= with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
Z. ':he a-tacae=d waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 137683 cubic feet or
1029866 gallons.

r
SHEET 2 OF 1
a. The reccmmended maximum amount to apply per irrigaticn is
one (1) inch and the .-_cmmeaded ma:aimum aprliration rate is 0.31
inch per :.our. Refer =c --he waste ut_'_:cation plan for further detaile.
S . Keep vege ca n i on c_. - ha embankment and areas adjacent tc the
:agccn mzwed ann;.:ally. .'egetaticn should be fertilized as needed
to maint,_n - vigorous s _,nd.
c. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All aurface runoff is _o be diverted from the lagocn to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste ut l_ratior. fields adjacent to peren:.ial streams. Waste will
not be appliew In open'di ches. Dc not pump within 200 feet of a
residence or within. 100 __et of a well. Waste shall be applied in a
Manner not to reach other property and public right-of-ways.
9. The Clean Water Act __ 1977 prohibits the d:Scharge of
poliutanss into waters of the United States. T',-e Department of
Eavircament, Heait''., and _Natural RescurCes , ilvision of Envlrcn-
mental Management, has tie responsibility for enforcing this law.
C

rrvn 7 311-7-77
7
—^ 1. TI
----------------------
A M a^nnr
. r.•.FES
TTC^ of�1T ^•n. wr` `pT ..TTTn.'. _�T+TnRTTT, \n r^T T /'•�fP.
..✓� _..L r,�r_ a_.._ .:. L. _�/J l:. rfar✓ :1✓ . �J :.1 rIL NL
_ _C C:;E GRASS AT 60 LSS ..'ACRE
Drr rT T�; n t rT e t .�� T TT TT,�\ tr
,3_✓T .. IT_Z'_ I _LAZE_' JET S�.:,,, CONDI:.�'i+�;
SeEDIXG .',ATES: SEPTEMEER 1 '"C NO`IEMBER 20
AVE25 R TJr_:' .' 1 ') MARCH 110
r
.,8... z:Yr GRAIN AT 30 ',ES.:i Ar..rr E !NURSERY
NLRSERY n Jp FT CtJE
,
70.0 LBS. 'PE'NSACOLA' BAHIA GRASS AT 60 LBS./ACRE
!SEE FCOTNOTE NC. 1;
5EEDI�SG DATES: MARC" 15 TO JLTrJE 15
36.E LFS. HULLED COMMON BERMUDA GRASS AT S LBS./ACRE
-YTTfr.n FOR MOST. SO" r.-NDITTONS )
U---ItiG DATES: "F"'. _ T . jLTl Y 31
0.0 LSS . *!N'.rl LL,G:.� COTAION BERMIUDA R. ASS AT 10 TES. Ill,"' r
SEEDING DATES: wANUA^Y 1 TO MARCH 30
4.0 aBS. rY= GRASS AT -'_0 LEE-. (TEMPORARY VEGETAT=C-111`
SZED I!VG DATES : DECEABIER 1 TO MARCH 30
LBS.
APPLY THE FO:JLCWING:
4500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
9.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
450.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE).
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEELING. SHAPE
ALL DISTURBED AREA IMMEDIATEL'I AFTER EA".^_'H MOVING IS COMPLETED.
APPLY LIME A_ID FERTILIZER THEN D,Sa TC PREPARE A 3 TC 4 INCH
SM00"7H SEEDBdL . APPLY SEED AND FT-:M SEEDBED WITH A CLTLTIPACXER
C., S=MILAR ESL'=P'.'ENT. APPLY 1, T CH AND SECURE WITH A MULCH
NC:iJRING Dn NETTING.
�. ==NSACCL`. SA'r-IAGRASS IS S:,OWEti TC ESTABLISH THAN COKMON
, T \ fnGR\SJ. WHEN
N USING
:T Ir RECOMMENDED T,R _
,ES. /IR= G°OON BEaMGDA BE I�'DED TO PROVIDE C'Ar IEE:
UNTIL BekHIA'GRASS IS ESTABLISHED.

UT Farms
AWS310240
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

UT Farms
AWS310240
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

UT Farms AWS310240
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

UT Farms
AWS310240
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

UT Farms
AWS310240
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

UT Farms
AWS310240
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

UT Farms
AWS310240
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

LJT Farms
AWS310240
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) (910) 796 - 7215
EMERGENCY MANAGEMENT SERVICES (EMS) (910) 296 - 2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910) 296 - 2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910) 296 - 2121
COOPERATIVE EXTENSION SERVICE (CES) (910) 296 - 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible
action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

UT Farms
AWS310240
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment services, Inc.
b. Contractors Address: Po Box 1096, Beulaville, NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

UT Farms
AWS310240
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters
Accumulation of solids (VO Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(V� 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(✓)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

AWS310240
LJT Farms
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.
Oe
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996
11

LJT Farms
AWS310240
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_ Farmstead Swine production (,,/)Vegetative or wooded buffers:
()Recommended best management
practices;
( )Good judgment and common sense
Animal body Dirty manure (V/)Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered
(,/)Slotted floors;
floors
(/)Waterers located over slotted floors;
( )Feeders at high end of solid floors;
rape
(V)Sc(V/ Scrape manure buildup from floors;
ventilation for drying
Manure collection Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
MUnderfloorventilation
decomposition
Ventilation Volatile gases (,/)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (,/)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ( )Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
(,/)Proper lagoon liquid capacity
Biological mixing
(,/)Correct lagoon startup procedures
Agitation
(,/)Minimum surface area -to -volume
ratio (✓)Minimum agitation when
pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
(,/)Irrigate on dry days with little or no wind
nozzles Wind draft
(,/)Minimum recommended operation pressure
(,/)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

UT Farms
AWS310240
Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
(4Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(,/)Farm access road
around facilities
maintenance Microbial decomposition
of away from
tagilttiesmatter
Manure tracked Poorly maintained access (,()Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment: EBAE 128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (✓) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13

Swine Farm Waste Management — Odor Control Checklist
LJT Farms
Permit No.: AWS310240
Date: 3/12/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or
near property boundary
♦ Improper drainage ❑ Grade and landscape so water drains away
from facilities and prevent ponding
❑ Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for
complete combustion.
❑ Other BMPs — please describe
Swine AMOC
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
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LJT Farms
Swine Farm Waste Management — Odor Control Checklist
Permit No.: AWS310240
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
❑ Flush pits at least 4 times per day
♦ Partial microbial
❑ Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia
❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
Swine AMOC
-21
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Page 2 of 6
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Swine Farm Waste Management — Odor Control Checklist
LJT Farms
Permit No.: AWS310240
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
♦ Dust ❑ Clean fans regularly — specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust ❑ Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
LJT Farms
Permit No.: AWS310240
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
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Swine Farm Waste Management — Odor Control Checklist
LJT Farms
Permit No.: AWS310240
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
❑ Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
❑ When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
late -afternoon
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers • Speeds drying and prevents ponding
❑ Incorporate land -applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first, for conventionally tilled
Swine AMOC
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs — please describe
Page 5 of 6
APPROVED — 7/25/2019

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

UT Farms AWS310240 Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
17 Rendering at a rendering plant licensed under G.S. 106-168.7.
Fl 7 Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
Q ElIn the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Of
Signature of Farm Owner/Manager
Signature of Technical Specialist
3/12/2024
Date
3/12/2024
Date