820169_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems APR 0 2 2019
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0169 Certificate Of Coverage Number: AWS820169
2. Facility Name: Clear Run Complex
3. Landowner's Name (same as on the Waste Management Plan): Black River Farms. L 7_Z.
4. Landowner's Mailing Address: PO Box 1
City: Harrells State: NC Zip: 28444
Telephone Number: 910-532-4729 Ext. E-mail:
5. Facility's Physical Address: 805 Wi ne Ln
City: Harrells State: NC Zip: 28444
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code): 9 10 4 C�
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): James C. Moore Phone No.: 910-532-4729 OIC #: 22400
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Swine - Farrow to Wean
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Allowable Count
3,600
4,224
5,750
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
LayingChickensHorses
- Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultn
Non Laying Pullet
Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPP'ER
DWretor
� JY YL P
,.�.... .
NORTH CAROLINA
Environmental Quality
February 27, 2019
Black River Farms, LLC
Clear Run Complex
PO Box 1
Harrells, NC 28444
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httys://deq.nc gov/about/divisions/wat r-resources/water gualitv-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In —order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the- Division. Enclosed You will find a "Request for Certificate of Covera6 e Facility Currently Covered by an
Expiring State Non-Discharve General Permit." The application form must be completed, signed and returned by April 3s 2019.
Please note that ou must include one 1 co v of the Certified Animal Waste Mana^ement Plan (CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form,
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820169
Murphy -Brown LLC
North Caro Ra Departrrert of E.^.vtorrnertta Qua ly I D vsoi of%'Vatsr Resourzes
�D ',s 512 N. S. sbu-y St. 11s3E Aga EervzeCeitar I Ra egh, North Caro ra 27;RSIME-346
— - - 51a.70i a^WO

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,600 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple ,.Landowners all- 1andowners should sign. If Landowner is a
corporation, signature should be by a principal; executive, officer of the gorporation):
Name: C WYCr,, Title: • >� V' G�
Signature: , �.: � — Date: —
Name: _ Title:
Signature: Date:
Name: _ _ _ _ _ Title:
Signature: _ _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

1 3. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
"Redline"
Structure
Date
Built
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Surface Area
(Square Feet)
(Inches)
Name
l� � 1-PRIMARY
y � �
t✓
� 56,628.00
�
2-SECONDARY
��L
(4 G
G
Z 7 �� L{
56,628.00
I,/"i)�
Mf3 1 ltl'
it (9 % P A
19.00
TED MOORS
19.00
WYNE NURSERY
y 1
3z uv
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b► the owner and a certified to hnical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
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.
a Landfill at municipal .solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
0 Rendering at a rendering plant licensed under G:S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional 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.
ignature of Farm Owner/Manager Date
Signature of T hnical Specialist Date

3/25/2019
805 Wyne Ln - Google Maps
Google Maps 805 Wyne Ln
Imagery 02019 Google, Map data 02019 Google 200 ft
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3/25/2019
805 Wyne Ln - Google Maps
Google Maps 805 Wyne Ln
Imagery 02019 Google, Map data 02019 Google 200 ft
https:llwww.google.comlmaps/placel805+Wyne+Ln,+Harrells,+NC+28444/@34.7438625,-78.2512811,499mldata=!3ml 11 e3!4m5!3m4! 1 sOx89abc99c... 1 /1

3/25/2019
805 Wyne Ln - Google Maps
Google Maps 805 Wyne Ln
Imagery 02019 Google, Map data 02019 Google 200 ft
https://www. google.com/maps/place/8O5+Wyne+Ln,+Harrells,+NC+28444/@34.7482988,-78.2526971,503m/data=!3m 1 ! 1 e3!4m513m4! 1 sOx89abc99c... 1 /1

3/25/2019
805 Wyne Ln - Google Maps
Google Maps 805 Wyne Ln
Imagery (02019 Google, Map data 02019 Google 200 ft
https://www.google.com/maps/placel805+Wyne+Ln,+Harrells,+NC+28444/@34.7451338,-78.2565264,504mldata=!3ml ! 1 e3!4m5!3m4! 1 sOx89abc99c... 1 /1

3/25/2019
805 Wyne Ln - Google Maps
Google Maps 805 Wyne Ln
Imagery 02019 Google, Map data ©2019 Google 200 ft
hftps://www.goog!e.comlmapslp!acel805+Wyne+Ln,+Harrells,+NC+28444/@34.7511413,-78.249966,500mldata=!3m 1 ! 1 e3!4m513m4! 1 sOx89abc99ca... 1 /1

Nutrient Management Plan For Animal Waste Utilization
11-04-2018
This plan has been prepared for:
Clear Run Complex
Black River Farms, LLC Black River Farms,
PO Box 1
Harrells, NC 28444
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services Inc.
PO Box 338
Harrells, C 28444
(910)3 -6456
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer} Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources ' nservation Service or the standard of practices
adopted by the Soil and Water)ayservation Commission.
Plan Approved By:
Technical Specialist
Date
300744 Database Version 3.1 Date Printed: 11-04-2018 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.
S5
Swine Nursery Lagoon Liquid waste generated 687,600 gals/year by a 3,600 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1584
Incorporated
2720
Injected
2995
Irrigated
1721
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,721
5921
-4,200
2,430,362
-1,742,762
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,330,250 gals/year by 5,750
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12277
Incorporated
21084
Injected
23219
Irrigated
13344
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
13,344
13694
-350
5,535,136
-204,886
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.
300744 Database Version 3.1 Date Printed: 11-04-2018 Source Page 1 of 2

S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 13,529,470 gals/year by a
4,224 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
20878
Incorporated
35856
Injected
39487
Irrigated
22694
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
22,694
21726
968
13,730,351
-200,881
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.
300744 Database Version 3.1 Date Printed: 11-04-2018 Source Page 2 of 2

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
l seable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
CR
C1(1-3)
12.97
12.97
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
CR
C8
9.95
9.95
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
C9
4.90
. 4.90
N/A
Blanton
Small Grain Overseed
1.0. Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
CRl
3.081
3.08
N/A
Waatam
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
CR
CR2
2.10
2.10
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
CR3
10.74
10.74
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
CR
CR5
13.78
13.78
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
CR
CR6
6.00
6.00
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
DK
18.01
18.01
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
DK10
5.941
5.94
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
WCl
4.30
4.30
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
WC2
8.781
8.78
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
CR
WC3
7.80
7.80
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
CR
WC4
3.60
3.60
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
CR
WC5
8.84
8.84
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
CR
WN
34.771
34.77
N/A
Blanton
Small Grain Overseed
1.0 Tons
300744 Database Version 3.1 Date Printed 11/4/2018
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

Hybrid Bermudagrass Hay 4.5 Tons
PLAN TOTALS: 155.56 155.56
LI
Potential Leachin
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
3007444 Database Version 3.1 Date Printed 11/4/2018
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 I
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert,
Nutrient
Applied
(lbs/A)
Res,
Obs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acne)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
CR
C1(1-3)
S9
Wagram
12.97
12.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
30
17.89
0.00
231.97
0.00
CR
CI(1-3)
S7
Wagram
12.97
12.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.001
51.81
0.00
CR
Cl(1-3)
S5
Wagram
12.97
12.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
51.81
0.00
CR
C1(1-3)
S9
Wagram
12.97
12.97
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
125
74.52
0.00
966.56
0.00
CR
Cl(1-3)
S7
Wagram
12.97
12.97
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
85
33.95
0.00
440.36
0.00
CR
C1(1-3)
S5
Wagram
12.97
12.97
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
54
21.57
0.00
279.76
0.00
CR
C8
S9
Blanton
9.95
9.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
11.92
0.00
118.64
0.00
CR
C8
S7
Blanton
9.95
9.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
7.99
0.00
79.49
0.00
CR
C8
S5
Blanton
9.95
9.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
39.74
0.00
CR
C8
S9
Blanton
9.95
9.95
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
120
71.54
0.00
711.84
0.00
CR
C8
S7
Blanton
9.95
9.95
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
80
31.96
0.00
317.96
0.00
CR
C8
S5
Blanton
9.95
9.95
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
12
4.79
0.00
47.69
0.00
CR
C9
S9
Blanton
4.90
4.90
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0-
Irrig.
20
11.92
0.00
58.43
0.00
CR
C9
S7
Blanton
4.90
4.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
7.99
0.00
39.15
0.00
CR
C9
S5
Blanton
4.90
4.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
19.571
0.00
CR
C9
S9
Blanton
4.90
4.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
122
72.73
0.00
356.40
0.00
300744 Database Version 3.1 Date Printed: 11/4/2018 WUT Page 1 of 5

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic,
Metbod
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
CR
C9
S7
Blanton
4.90
4.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
81
32.36
0.00
158.54
0.00
CR
C9
S5
Blanton
4.90
4.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
91
3.60
070q
17,62
0,00
CR
CRl
S9,
Wagram
3.08
3.08
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
40
23.85
0.00
851.35
0,00
CR
CRl
S7
Wagram
3.08
3.08
Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig.
5
2.00
0.00
71.30
0.00
CR
CRl
S5
Wagram
3.08
3.08
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
2.00
0.00
71.30
0.00
CR
CRl
S9
Wagram
3.08
3.08
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
169
100.76
0.00
310.32
0.0
CR
CRl
S7
Wagram
3.08
3.08
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
50
19.97
0.00
61.51
0.00
CR
CRl
S5
Wagram
3.08
3.08
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
45
17.98
0.00
55.36
0.00
CR
CR2
S9
Blanton
2.10
2.10
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
30
17.89
0.00
37.56
0.00
CR
CR2
S7
Blanton
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
8.39
0.00
CR
CR2
S5
Blanton
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
8.39
0.00
CR
CR2
S9
Blanton
2.10
2.10
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
59.62
0.00
125.20
0.00
CR
CR2
S7
Blanton
2.10
2.10
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
39.94
0.00
83.88
0.00
CR
CR2
S5
Blanton
2.10
2.10
Hybrid Bermudagrass Hay
4.5 Tons
311-9/30
*212
0
0
Irrig.
12
4.79
0.00
10.07
0.00
CR
CR3
S9
Blanton
10.74
10.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
30
17.89
0.0
192.09
0.00
CR
CR3
S7
Blanton
10.74
10.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
42.90
0.0
CR
CR3
SS
Blanton
10.74
10.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3,99
0.00
42.90
0.00
CR
CR3
S9
Blanton
10.74
10.74
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
* 159
0
0
Irrig.
100
59.62
0.00
640.30
0.00
CR
CR3
S7
Blanton
10.74
10.74
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
*159
0
0
Irrig.
50
19.97
0.00
214.50
0.00
CR
CR3
S5
Blanton
10.74
10.74
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
*159
0
0
Irrig.
9
3.60
0.00
38.61
0.00
CR
CR5
S9
Blanton
13.78
13.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
30
17.89
0.00
246.46
0.00
CR
CR5
S7
Blanton
13.78
13.78
Small Grain Overseed
1.0 To
10/1 3/31
50
0
0
Irrig.
10
3.99
0.00
55.04
0.00
300744 Database Version 3.1 Date Printed: 11/4/2018 WUT Page 2 of 5

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
'nitrogen
PA
Nutrient
Req'd
(lbs/A)
Canm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
CR
CR5
S5
Blanton
13.78
13.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
55.04
0.0
CR
CR5
S9
Blanton
13.78
13.78
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
*159
0
0
Irrig.
100
59.62
0.00
821.54
0.0
CR
CR5
S7
Blanton
13,78
13.78
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
*159
0
0
Irrig.
40
15.98
0.00
220.17
0.00
CR
CR5
SS
Blanton
13.78
13.78
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
*159
0
0
Irrig.
19
7.59
0.00
104.58
0.00
CR
CR6
S9
Blanton
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
30
17.89
0.00
107.31
0.00
CR
CR6
S7
Blanton
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
23.97
0.00
CR
CR6
SS
Blanton
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
23.97
0.00
CR
CR6
S9
Blanton
6.00
6.00
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
59.62
0.00
357.71
0.0
CR
CR6
S7
Blanton
6.00
6.00
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
39.94
0.00
239.67
0.00
CR
CR6
SS
Blanton
6.00
6.00
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
12
4.79
0.0
28.76
0.00
CR
DK
S9
Blanton
18.011
18.01
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
40
23.85
0.00
429.49
0.00
CR
DK
S7
Blanton
18.01
18.01
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
2.00
0.00
35.97
0.00
CR
DK
S5
Blanton
18.01
18.01
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
2.00
0.00
35.97
0.00
CR
DK
S9
Blanton
18.01
18.01
Hybrid Bermudagrass Hay
4.5 Tons
3/I-9/30
*212
0
0
Irrig.
115
68.56
0.00
1,234.78
0.00
CR
DK
S7
Blanton
18.01
18.01
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
50
19.97
0.00
359.70
0.00
CR
DK
S5
Blanton
18.01
18.01
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
47
18.77
0.00
338.12
0.00
CR
DK10
S9
Blanton
5.94
5.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
11.92
0.00
70.83
0.00
CR
DK10
S7
Blanton
5.941
5.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
7.99
0.00
47.45
0.00
CR
DKIO
S5
Blanton
5.94
5.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
23.73
0.00
CR
DKIO
S9
Blanton
5.94
5.94
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9130
*212
0
0
Irrig.
100
59.62
0.00
354.13
0.00
CR
DK10
S7
Blanton
5.94
5.94
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
39.94
0.00
237.27
0.00
:CR
DKIO
S5
Blanton
5.94
5.94
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
12
4.79
0.00
28.47
0.00
300744 Database Version 3.1 Date Printed: 11/4/2018 WUT Page 3 of 5

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
CR
WCl
S9
Blanton
4.30
4.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
15
8.94
0.00
38.45
0.00
CR
WCl
S7
Blanton
4.30
4.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
15
5.99
0.00
25.76
0.00
CR
WC1
S5
Blanton
4.30
4.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20.
7.99
0.00
34.35
0.00
CR
WCi
S9
Blanton
4.30
4.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
59.62
0.00
256.36
0.00
CR
WCl
S7
Blanton
4.30
4.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
100
39.94
0.00
171.76
0.00
CR
WCl
S5
Blanton
4.30
4.30
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
0
Irrig.
12
4.79
0.00
20.61
0.00
CR
WC2
S9
Wagram
8.78
8.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
15
8.94
0.00
78.52
0.00
CR
WC2
S7
Wagram
8.78
8.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
52.61
0.00
CR
WC2
S5
Wagram
8.78
8.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
7.99
0.00
70.14
0.00
CR
WC2
S9
Wagram
8.78
8.78
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
150
89.43
0.00
785.17
0 00
CR
WC2
S7
Wagram
8.78
8.78
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
80
31.96
0.00
280.57
0.00
CR
WC2
S5
Wagram
8.78
8.78
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
34
13.58
0.00
119.24
0.00
CR
WC3
S9
Wagram
7.80
7.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
20
11.92
0.00
93.00
0.00
CR
WO
S7
Wagram
7.80
7.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
46.74
0.00
CR
WO
S5
Wagram
7.80
7.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
15
5.99
0.00
46.74
0.00
CR
WC3
S9
Wagram
7.80
7.80
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0 1
0
Irrig.
150
89.43
0.00
697.53
0.00
CR
WC3
S7
Wagram
7.80
7.80
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
50
19.97
0.00
155.78
0.00
CR
WC3
SS
Wagram
7.80
7.80
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
Irrig.
64
25.56
0.00
199.40
0.00
CR
WC4
S9
Auhrille
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
2.98
0.00
10.73
0.0
CR
WC4
S7
Autryville
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31 1
50
0
0
Irrig.
5
2.00
0.00
7.19
0.00
CR
WC4
SS
utryville
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
40
15.98
0.00
57.52
0.00
CR
WC4
S9
Autryville
3.60
3.60
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
0
brig.
1.15
68.56
0.00
246.82
0.00
300744 Database Version 3.1 Date Printed: 11/4/2018 WUT Page 4 of 5

waste utilization Table Y
PA
Fert.
Nutrient
Nutrient
Req'd
Applied
(lb5/A)
(lbs/A)
Tract
Field
Source
ID Soil Series
Total
Acres
Use,
Acres Crop
RYE
Applic.
Period
N
N
CR
WC4
S7
Autryville
3.60
3.60 Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
CR
WC4
SS
Autryville
3.60
3.60 Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*264
0
CR
WC5
FS7
Blanton
8.84
8.84 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
CR
WC5Blanton
8.84
8.$4 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
CR
WC5
S5
Blanton
8.84
8.84 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
CR
WC5
S9
lanton
8.84
8.84 Hybrid Bermudagrass Hay
4.5 Tons
3/I-9/30
*212
0
CR
WC5
S7
Blanton
8.84
8.84 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
CR
WC5
S5
Blanton
8.84
8.84 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
CR
WN
S9
Blanton
34.77
34.77 Small Grain Overseed
1.0 Tons 1
1011-3/31
50
0
CR
WN
S7
Blanton
34.77
34.77 Small Grain. Overseed
1.0 Tons
10/1-3/31
50
0
CR
WN
S5
Blanton
34.77
34.77 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
CR
WN
S9
Blanton
34.77
34.77 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
CR
WN
S7
Blanton
34.77
34.77 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*212
0
CR I
WN I
SS
JBIanton
34.77
34.77 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9130
*212
0
Notes: 1- In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
300744 Database Version 3.1 Date Printed: 11/4/2018
Res.
Manure
Liquid I Solid
Liquid
Solid
lbs/A)
PA
ManureA Manure
Manure
Manure
Nutrient
pplied Applied
Applied
Applied
Applied
(acre) (acre)
(Field)
(Field)
(lbs/A)
Applic.
1000
N
Method
N
gal/A Tons
1000 gals
tons
0
Irrig.
50
19.97 0.06
71.90
0,(
0
brig.
99
39.55 0.00
142.36
0.(
0
Irrig.
151
8.94 O.00I
79.05
0.(
0
Irrig.
15
5.99 0.00
52.97
O.0
0
Irrig.
20
7.99 0.00
70.62
0.0
0
Irrig.
100
59.62 O.00
527.02
0.0
0
brig.
100
39.94 0.00
353.11
0.0
0
Irrig.
12
4.79 0.00
42.37
0.0
0
Irrig.
3
17.89 0.00
621.88
0.0
0
Irrig,
10
3.99 0.00
138.89
0.01
0
Irrig.M
138.89
0.01
0
Irrig.
2,072.92
0.0(
0
Irrig.
1,388.86
0.0(
0
Irrig.
166.66
0.0(
Total Applied, 1000 gallons
21,695.85
Total Produced, 1000 gallons
19,547.32
Balance, 1000 gallons
-2,148.53
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
WUT Page 5 of 5

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)
CR
C1(1-3)
Wagram
0.60
1.0
CR
C8
Blanton
0.75
1.0
CR
C9
Blanton
0.75
1.0
CR
CRl
Wagram
0.60
1.0
CR
CR2
Blanton
0.75
1.0
CR
CR3
131anton
0.75
1.0
CR
CR5
Blanton
0.75
1.0
CR
CR6
Blanton
0.75
1.0
CR
DK
Blanton
0.75
1.0
CR
DK10
Blanton
035
1.0
CR
WC1
Blanton
0.75
1.0
CR
WC2
Wagram
0.60
1.0
CR
WC3
Wagram
0.60
1.0
CR
WC4
Autryvlle
0.60
1.0
CR
WC5
Blanton
0.75
1.0
CR
WN
Blanton
0.75
1.0
300744 Database Version 3.1 Date Printed 11/4/2018 IAF Page 1 of I
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number ofanimals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
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 Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
125.16
250.33
375.49
Hay 6 ton R.Y.E.
300
26.32
62.58
125.16
187.75
Soybean 40 bu
160
14.04
117.34
234.68
352.02
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
9.16
18.33
27.49
Hay 6 ton RY.E.
300
26.32
4.58
9.16
13.74
Soybean 40 bu
160
14.04
8.59
17.18
25.77
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
72.08
144.17
216.25
Hay 6 ton R.Y.E.
309
26.32
36.04
72.08
108.13
Soybean 40 bu
160
14.04
67.58
135.16
202.74
300744 Database Version 3.1 Date..Printed: 11-04-2018 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. Ifthe 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.
ivLlilable Waste Storage C'anacir%
Sourcip Name
Swine FaEowing-WeanHng Lagoon Liquid
Design Storage Capacity aF s)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
81
1
2
71
1
3
86
1
4
109
1
5
134
1
6
160
1
7
161
1
8
158
1
9
156
1
10
143
1
11
131
1
12
109
* Available Storage Capacity is calculated as of the end of each month.
300744 Database Version 3.1 Date Printed: 11-04-2018 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
300744 Database Version 3.1 Date Printed: 11/4/2018 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
he 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.
300744 Database Version 3.1 Date Printed: 11/4/2018 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. 1f 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.
300744 Database Version 3.1 Date Printed: 11/4/2018 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 rive
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
rggulations.
300744 Database Version 3.1 Date Printed: 11/4/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): C8, C9, CR2, CR6, DK, DK10, WC1, WC5, WN
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickie of e- d,-- „- Ka _+ nn,,. o� t� �f: _
wind. For Coastal and Tifton 78 plant at 1_µ_+ , n L__ _ ._ �b_ _ it _
rate of 30 b„/ac is _mt;53factory to produce full groundcover in one or two years under good growing
All
. -_> _ 101'ld/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
-
potassium and micronutrients to apply preplant and for annual inai t� -- �- 6R n �S�
the establishment vnn-• is .nl: _,: - '' - _-c Apr!- 10
riles by 25% f^r -n i^g Refer to NCSU Technic -al. Bulletin 305 Production and Utilization
.•e7-nnl nm•O
- ----- -- •• _._-... __ nomistor
The following crop note applies to field(s): C1(1-3), CRI, WC2, WC3, WC4
Adaptation: Well -adapted.
T., +l+o F'..n�+nl plain hY,hrirl l.er,»„ilamrncc orlriRc ^nn 1.A nlnr.+oil Thar 1 to Mal•_ � 1 ('nvpT sprigs 1" t0 3"
deep (1.5" optimal). Sprigs should be planted q =i^> ?; af*Pr d.Q;..g a,+A „o+
wind. For Coastal and Tifton 78 pla. t at 1-,--"+
rate of 30 bu/a_ . -
c-'•1`ions. Ttifto*► 44 :rcnds slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
phosphorus
the establishment year in split applications in Ai- ? 2�a July. For es` L' _h_ ? etanrl: 1;- i Rn t_, 24n
,.Fpn�+..r�� "..,1 >✓.,r".."� ,,, T.T.t,.41, r"r..l; r...,...�
�r or
300744 Database Verei^^ 1
?+" n _. a. l ne ten,..

The following crop note applies to field(s): CS, C9, CR2, CR3, CRS, CR6, DK, DK10, WCI, WC5, WN
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
_r" ;---- "um time. See the seeding rates table for applicable
-
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial JcV4u-g "--+� !:• at laact 1 no/ «rhen nlant;ni n..-+;il _ ' - • -
i
rye at - 1 2 bushPlc/9/.rP Al•,„+..11 +b-_....---„ .._.----- ' � ,.
essential. R.-view the NCSU Official Variety "green book" and information from private companies to
for your area anconditions. d ditiA•.rr„1-„ - c ...:.re
- � -- a
this time. The remaining N should be applied during. the months of February -March. 1
The,
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill rota feet ara +�� ���a:.-� --4_ w-• ��. c _
each week seeding is delayed be cna tl _
seeding r^tQ incGifications in the current NCSU "Small Grain Production Guide". Also, increase the
, not ,..he-n „1 „+;„„ „c _±ill. Oats should be planted at 2 bushels/acre and
n,lPquate depth control is
essential. Review the NCSU Official Variety "green book" and information from private coinpanies to
select a high yielding variety with the ch"r. +e- +��� „ ,_ r ._ _.�.._ _ _
than 30 lbs/acre N at
thic time; The rvma;n;nv N chrn,lrl be annliPrl rinrinl7 the mnnthc of FPhn,an,_1Vtarch.
J
300744 Database Version 3.1 Date Printed: 11-04-2018 Crop Note Page 2 of 3

The following crop note applies to field(s): CR3, CR5
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two yPare nnds•r ann,4
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
_aa +f_ —1 ­ 1 fir ann»al maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For establishcd stands apply 1 RO to 240
lb/ac N annually in split applicuat o...;, u� ��"- L_ n ..__' ..r a F ,, +� r._-� a
Reduce N rates by 25% f _ -_ �
- _ -
rr.•-
of Pastpres and Forages in North Carolina for more information or consult your regional agronomist or
300744 Database Version 3.1 Date Printed: 11-04-2018 Crop Note Page 3 of 3

TABLE: TRAVELER LAYOUT & OPERATING SPECIFICATIONS
Specifications for New Fields in Black River Farms, LLC Combined Plan
I=Inw Rnfa- 102 Depth oer Anolic. 0.5 Wetted Dia. 235
LANE
PULL LENGTH,
ft
LANE SPACING,
ft
EFF. Vil DTH I
fit
ARC PATTERN TRAVEL SPEEDI
degrees ft/min
TRAVEL
TIME
PRECIP. RATE
inlhr
min.
hrs
C8-1
560
160
172
330 2.0
274
4.56
0.31
C8-2
590
160
160
330 2.0
288
4.81
0.31
C8-2a
290
160
129
180 2.0
142
2.36
0.56
C8-3
880
160
172
330 2.0
430
7.17
0.31
C9-1
332
160
106
180 2.0
162
2.70
0.56
C9-1 a
185
160
172
330 2.0
90
1.51
0.31
C9-2
880
160
172
330 2.05
430.03
T1 7-1
0.31
Flow Rate: 190 Depth per Apolic. 0.6 Wetted Dia. 280
LANE
PULL LENGTH,
ft
LANE SPACING,
ft
EFF. WIDTH
ft
ARC PATTERN
degrees
TRAVEL SPEED
ft/min
TRAVEL TIME
min. 11 hm
PRE IP. RATE
inthr
WC5-11
533
200
178
225
1.6
326 5.43
0.45
WC5-11a
347
200
209
330
1.6
212 3.53
0.31
WC5-12
880
200
209
330
1.6
538 8.96
0.31
NOTES: 1. OPERATOR CAN ALLOW APPLICATION @ START FOR APPROX 15 MINUTES PRIOR TO STARTING REEL.
TRAVEL TIMES BASED ON EFFECTIVE WIDTH FOR LESS THAN FULL WIDTH PULLS AND SINGLE PULLS.
2. NO SETBACK REQUIREMENTS IDENTIFIED FOR NEW FIELDS ADDED TO PLAN. DESIGNER GATHERED NEW
SUB -FOOT GPS MAPPING DATA TO DETERMINE ASSOCIATED MAP AND DESIGN. SPRAY DIAMETERS
AND FLOW RATES BASED ON CURRENT EQUIPMENT AND CALIBRATIONS FOR ADJACENT EXISTING SYSTEMS.
3. OWNER TO VERIFY CONNECTION TO EXISTING UNDERGROUND PVC IRRIGATION LINES, AND INSTALL THRUST
BLOCKS, AIR VENTS, VALVES, ETC AS REQUIRED TO COMPLETE SYSTEM.

R..
305
GREGORY SWAIN, P.E.
Wendover Ln. Wi(mington,
910-590-5179
Black River
Irrigatlon :
DATEI 11-2-2018
NC 28411
Sites
SCALEi1"=800'
NOTE&
1, IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABILITY UPS EQUIPMENT.
P. LAYOUT AND SPACING BASED ON COMBINATION OF CALIBRATED AND PREVIOUS
DESIGN IWDRMATMN, VERIFIED FOR CURRENT OPERATING BY OWNERS, ALL
FIELDS ARE IN EXISTING PLANS EXCEPT NEW DESIGN FOR CR F"9 AND WC P3.
3. OPERATOR MUST MANAGE APPLICATWNS TO REMAIN IN ACTIVE CRGP AREAS,
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > S mph.

LEGEND
c?, 265' Dim Spray Pattern
O EXISTING HYDRANT
* 153' Dia Spray Pattern
TRAVEL LANE
FIELD BORDER
BUFFER OR SETBACK
i
R, GREGORY SWAIN, P,E,
305 Wendover Ln, Wilmington, NC 28411
910-590-5179
Pack River Farms, LLC
Double K Existing Irrigation
DATE:11-2.-18 I SCALEV = 300'

LEGEND
235' Dla Fields CRS & CR9
280' Dla Fleld WC 5
O
NEV HYDRANT
THRUST BLOCK
AIR VENT
TRAVEL LANE
-FIELD
BORDER
BUFFER OR SETBACK
R. GREGORY SWAIN, P,E,
305 Wendover Ln, Wilmington, NC 2841
910-590-5179
Lack River Farms, LLC
EW IRRIGATION FIELDS
SCALEW = 300'

R. GREGORY SWAIN, P.E.
305 Iviendover Ln. Wilmington, NC
910-590-5179
Black River Farrms LLC
Clear Run Fields 1, 2
DATE.11-2-18
SCALEV = 200'
C7
h
©WMW�:
SCR
47,,t� F21
M
LEGEND
235' DIA.
SPRAY PATTERN
216' DIA. SOLID SET
SPRAY PATTERN
EXISTING HYDRANT
TRAVEL LANE
FIELD BORDER
BUFFER OR SETBACK

R. GREGORY SWAIN, P.E.
305 Wendover Ln. Wilmington, NC 2841�
910-590-5179
Black River Farrms LLC
Clear Run Fietd 5 & 6
DATE:11-2-18 SCALE:1' = 200"
LEGEND
216' DIA. SOLID SET
SPRAY PATTERN
FIELD BORDER
BUFFER OR SETBACK
+
+
+
+
+
+
+
+
+
+
+

Animal Waste Storage Pond and Lagoon Closure Report Form
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: ele" P,6_ _ Facility No: bZ
Owner(s) Name: $ L �,Ye .� moo► r.+�s ti LLG _
Mailing Address:_ D -112 4 �r�s� Wire 2_41 '( "� Phone No: 7 L%
County:- _ _ —
O aeration Descri lion I remainin ➢ animals only
o Please check this box if there will be no animals on this farm after lagoon closure. If there will still be animals on the site after
lagoon closure, please provide the following information on the animals that will remain.
operation Deseri lion:
Type of Swine No. of Animals
o Wean to Feeder —
o Feeder to Finish
)(Farrow to Wean
o Farrow to Feeder _
o Farrow to Finish
o Gilts --
o Boars —_
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood _
o Feeders
o Stockers
Other Type of Livestock.
Will the farm maintain a number of animals greater than the G.S. § 143-215.1 OB threshold?
Will other lagoons be in operation at this farm after this one closes?
How many lagoons are left in use on this farm?:
Type of Daby No. of Animals
o Milking
•Dry _
o Heifers
o Calves —
Number of Animals:
Yes V4 0
Yes pe-No 0
(Name)_o��Water
� of the Water Quality Regional Operations Section staff in the
Division sources' t Regional Office (see map on back) was
contacted on —(date) for notification of the pending clos��u�rr of this pond or lagoon. This notification
was at least 24 hours prior to the start of closure, which began on /�/oyc• 2C` �1'j (date).
�- -
I verify that the above information is correct and complete. I have followed a closure plan, which meets all NRCS
specifications and criteria. I realize that I will be subject to enforcement action per Article 21 of the North Carolina
General Statutes if fail to properly close out
-the lagoon. �* ,/�/j 1��
Name of Land Owner (Please Print): ►�C� klv TC •rw �-L C, 0�^^^'1 G V " t W � 04V
L ... ... _ u_ _ no+o. 1 —1
The facility has followed a closure plan which meets all requirements set forth in the NRCS Technical Guide Standard
360. The following items were completed by the owner and verified by me: all waste liquids and sludges have been
removed and land applied at agronomic rate, all input pipes have been removed, all slopes have been stabilized as
necessary, and vegetation established on all disturbed areas.
Name of Tech ical Specialist (Please Print): �i'_ ,W
Af liation: Za v &— Gv-
Address (Agency): �• 30a- 3 +�✓ s y1V1,,1 _Phone No.: 5/D -3 -r-4yoe
Date:. // - O � _ (-r
Return within 15 days following completion of animal water storage pond or lagoon closure to:
N. C. Division of Water Resources
Animal Feeding Operations Branch
1636 Mail Service Center
Raleigh, NC 27699-1636

-fie n v -� ��, f -fZ+ s a�ov►•, -� wg.r coo S -e. AW A
wa S 4-,e- 5A
3) Z 4j a,,,ra w OAA ... �f ( -e ..: J pp
��-
i AS S r S
f•CA-%r moDert
ITs-4'fT4

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

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

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

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

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

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

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduatedscale 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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) ylo- yoc_ r51f(
EMERGENCY MANAGEMNET SERVICES (EMS) 911 -
SOIL AND WATER CONSERVATION DISTRICT (SWCD) nnq(,S=
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) r
COOPERATIVE EXTERSION SERVICE (CES) — -
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You•'should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flo ,/s 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 burrov4ng animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2 Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: Ji V tRM1�s
b. Contractors Address: 0,tua-r ( S
c. Contractors Phone: `)Ica -C37-- 4rl'Q
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: l�
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Loource Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids � Flush system is designed and operated
sufficiently to remove accumulated
s Ids from gutters as designed.
Remove bridging of accumulated solids at
disc+iarge
Lagoons and Pits
Excessive vegetative
Growth
Feeders
ad Storage
Animal Holding Areas
'IC --November 11. 1996
Crusted Solids Li Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more then 6-8 inches over more than
30 of surface.
Decaying vegetation Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(DrySy ins)
FeedSpillage
Accumulations of feed residues
Accumulations of animal wastes
and feed wastage
�,I'I'Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of eying wastage.
lean spillage on a routine basis (e.g. 7-10 day
int al during summer; 1 S 30 day interval during winter).
4 Reduce moisture accumulation within and around
FF 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
prod" Zs).
( spect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
-eT Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and 'sturbance by animals is minimal.
aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

Dry Manure Handling Accumulations of animal wastes Remove spillage on a routine basis (e.g. 7-1 O day
Systems interval during summer; 15-30 days interval during
wi where manure is loaded for land application
Zpaeal.
Pr `de for adequate drainage around manure stockpiles.
Inspect for and remove or break up accumulated wastes
m filter stripes eroundestockpilas and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
,;,(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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ) Vegetative or wooded buffers;
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
Manure collection pits
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Urine
Perital micorbial decomposition
Dust",
Dust
Agitation of recycled lagoon
liquid whiles tanks are filling
Flush alleys Agitation during wastewater
conveyanance
Pit recharge points Agitation of recycled lagoon
liquid while pits are filling
Lift stations Agitation during sump tank filling
and drawdown
Outside drain collection Agitation during wastewater
or junction boxes conveyance
Recommended best management
pr tices;
Good judgment and common sense
( ) Dry floors
�t 1 SI fed floors;
f Waterers located over slotted floors;
()Fa are at high and of solid floors;
Sc pe manure buildup from floors;
Underfloor ventilation for drying
requent manure removal by flush,pit
rec arge,or scrape
Underfloor ventilation
Fan maintenance;
ficient air movement
Washdown between groups of animals
() Feed additives;
() Feeder covers;
(1 Feed delivery downspout extenders to
feeder covers
(1 Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Underfloor flush with underfloor
ventilation
(1 Extend rechard lines to near bottom of
pits with anti -siphon vents
( ) Sump tank covers
( ) Box covers
End of drainpipes at lagoon Agitation during wastewater (1 Extend discharge point of pipes
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
'YIOC--November 11, 1996
1
underneath iagoon iiquid ievei
( oper. lagoon liquid capacity
orr et lagoon startup procedures
( i um surface area -to -volume ratio
Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irn a on dry days with little or no wind
Minimum recommended operation pressure
(' ) Pumpintake near lagoon liquid surface
8 q
() Pump from second -stage lagoon

Storage tank or basin Partial microbial decomposition ( I Bottom or midlevel loading
surface Mixing while filling ( I Tank covers
Agitation when emptying ( ) Basin surface mats of solids
( I Proven biological additives or oxidants
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
Dead animals
Deed animal disposal
pits
Incinerators
Standing water around
facilities
Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ( ) Remove settled solids regularly
Agitation when spreading (► Soil injection of slurry/sludges
Volatile gas emissions ( ) Wash residual manure from spreader after use
( 1 Proven biological additives or oxidants
Volatile gas emissions while drying
Carcass decomposition
I Soil infection of slurry/sludges
( ) Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
)-Proper disposition of carcasses
Carcass decomposition ( ) Complete covering of carcasses in burial pits
(1 Proper location/construction of disposal pits
Incomplete combustion
Improper drainage
Microbial decomposition of
organic matter
Manure tracked onto public Poorly maintained access roads
roads from farm access
Additional Information:
( ) Secondary stack burners
'Grade and landscape such that water drains
away from facilities
Farm access road maintenance
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings
Available From:
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
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 Managment Practices have been reviewed with me.
C
'(Landowner Signature)
)HOC --November 11, 1996

Operator:Farm 2,3,&4 County: Sampson
Distance to nearest residence (other than owner):
C
Date: 05/08/96
2000.0 feet
AVERAGE LIVE WEIGHT
(ALW)
,
0 sows (farrow to
finish)
x 1417
lbs.
- 0
lbs
0 sows (farrow to
feeder)
x 522
lbs.
- 0
lbs
0 head (finishing
only)
x 135
lbs.
- 0
lbs
2150 sows (farrow to
wean)
x 433
lbs.
- 930950
lbs
0 head (wean to feeder)
x 30
lbs.
- 0
lbs
Describe other •
-
0
Total Average Live Weight = 930950 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 930950 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 930950 cubic feet
j. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 1180.0
Inside top width (feet) ---------------------- 142.0
Top of dike elevation (feet) ----------------- 50.0
Bottom of lagoon elevation (feet)------------ 37.5
Freeboard (feet) ----------------------------- 1.0
Side slopes ( inside lagoon) ------------------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 1175.0 137.0 11.5
AREA OF TOP
LENGTH * WIDTH =
1175.0 137.0
AREA OF BOTTOM
LENGTH * WIDTH =
1117.5 79.5
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1146.3 108.3
160975 ( AREA OF TOP)
88841 ( AREA OF BOTTOM)
496326 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
160975.0 496326.3 88841.3 1.9
Total Designed Volume Available = 1430106 CU. FT.

5D
0.
7.
Volume of 25 year -- 24 hour storm
Volume = 7-0 inches / 12 inches per foot DA
Volume = 97743.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189454 cubic feet
9
5B. 99164 cubic feet
5C. 97743 cubic feet _
5D . 97743 cubic feet
TOTAL 484105 cubic feet J
SUMMARY
Temporary storage period====================> 150 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year -- 24 hour rainfall==================> 7.0 incheslw-----
Freeboard===================================> 1.0 feet—
Side slopes====______________________ 2.5 - 1
Inside top length-====______________________> 1180.0 feet
\I�nside top width============================> 142.0 feet
4"op of dike elevation=======================> 50.0 feet
Bottom of lagoon elevation==================> 37.5 feet
Total required volume=======================> 1415055 cu. ft.
Actual design volume========================> 1430106 cu. ft.
Seasonal high watertable elevation (SHWT)===> 43.5 feet
-'Stop pumping elev.==___________________45.7 feet
Must be > or = to the SHWT elev.==========> 43.5 feet
Must be > or = to min. req. treatment el.=> 43.5 feet
Required minimum treatment volume===========> 930950 cu. ft.
Volume at stop pumping elevation============> 934309 cu. ft.
Start pumping 48.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 Yr.- 24 hr. . rainfall==> 1332363 cu. ft.
Volume at start pumping elevation===========> 1334700 cu. ft.
Required volume to be pumped================> 386361 cu. ft. {�
Actual volume planned to be pumped==========> 400392 cu. ft.�
Min. thick ess of soil liner when required==> 1.8 feet
A- O�: �
" APPROVED BY:
DATE: �b/�� DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS LA�oS a� Q

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
__ ----------------------------------
This lagoon is designed for waste treatment (permanent storage) and
150 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 150 days storage for:
( 1 ) waste from animals and ( 2 ) exces
included is storage for the 25 year
The volume of waste generated from a
fairly constant throughout the year
rainfall will vary from year to year
be a factor to consider in an annual
volume must always be available.
s rainfall after evaporation. Also
- 24 hour storm for the location.
given number of animals will be
and from year to year, but excess
The 25 year rainfall will not
pumping cycle, but this storage
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
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:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not.
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.7 This temporary
storage, less 25 yr- 24 hr storm, contains 386361 cubic feet or
2889983 gallons

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour_ Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
h. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 2S feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
1180.0 142.0 167560.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 167560.0 square feet
Design temporary storage period to be 150 days
hA. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 9309SO lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 14171.13 gals. or 189453.6 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 4945.0 gallons/day * 150 days storage/7.48 gallons
per CF
Volume = 99164.4 cubic feet
SSW Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
150 days excess rainfall - 7.0 inches
Volume = 7.0 in 1, DA / 12 inches per foot
Volume = 97743.3 cubic feet

—y
Cc�s
Operator : J & K FARM Count y.
SAMPSON
lZ�4� ze e
Date:
*********
Distance to nearest residence (other
than
owner):
0.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0
x
1417
lbs.
sows (farrow to feeder)
1200 head (finishing only)
x
522
lbs. =
0
0
lbs
lbs
0 sows (farrow to wean)
0 head
x
x
135
43
lbs. =
lbs.
162000
lbs
(wean to feeder)
Describe other
x
30
=
lbs. =
0
0
lbs
lbs
0
Total Average Live Weight = 162000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume.(CF)/lb. ALW =
Volume = 162000 cubic feet 1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----- ________
Inside top width (feet) ---------
565.0
Top of dike elevation (feet) -------
60.0
Bottom of lagoon elevation (feet) ---- --------
5.0
Freeboard_ __
(feet) -
41.3
Side slopes (inside lagoon)------------------
1.0
1.0 :
Total design volume using•
prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
1.0
WIDTH
1.0 1.0 1.0 563.0
63.0
AREA OF TOP
LENGTH * WIDTH =
563.0 63.0 35469 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
547.5 47.5
AREA OF MIDSECTION
LENGTH * WIDTH * 4
555.3 55.3
26006 (AREA OF BOTTOM)
1
DEPTH
7.8
122710 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION)
35469.0 122710.3
+ AREA BOTTOM] * DEPTH/6
26006.3 1.3

Total Designed Volume Available = 237906 CU. F1
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
565.0 65.0 36725.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 36725.0 square feet
Design temporary storage period to be 150 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 162000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 246600 gals. or 32967.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
150 days storage/7.48 gallons
per CF
1C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
150 days excess rainfall = 7.0 inches
z
Volume = 7.0 in * DA / 12 inches per foot
Volume = 21422.9 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA SW'�
Volume = 21422.9 cubic feet / rr
TOTAL REQUIRED TEMPORARY STORAGE / t
5A. 32968 cubic feet
5B. 0 cubic feet
5C. 21423 cubic feet 3 O
5D. 21423 cubic feet
TOTAL 75814 cubic feet
6. SUMMARy
0
Temporary storage period====================>
Rainfall in excess of evaporation===========>
150
7.0
days
inches
25 year - 24 hour rainfall================--
->
7.0
inches
Side slopes================================_>
1.0
feet
Inside top length===========================>
1.0
: 1
Inside top width============================>
565.0
feet
*-Top of dike elevation=======================>
65.0
feet
Bottom of lagoon elevation==================>
50.0
feet
Total required volume=======================>
41.3
feet
Actual design volume========================>
237814
cu. ft.
high watertable elevation (SHWT)===>
237906
cu. ft.
4Seasonal
top pumping elev.====__________
0.0
feet
Must be > or = to the SHWT elev.==========>
46.8
feet
Must be > or = to min. req. treatment el.=>
Required minimum
0.0
47.3
feet
feet
treatment volume===========>
Volume at stop
162000
cu. ft.
pumping elevation============>
Start
162890
cu. ft.
pumping elev._______________
48.3
Must be at bottom of freeboard & 25 yr. rainfall
feet
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start
216483
cu. ft.
pumping elevation===========>
Required volume to be
213384
cu. ft.
pumped================>
Actual volume planned to be
54391
cu. ft.
pumped==========>
50494 cu. ft.

Min. thickness of soil liner when required==> 1.3 feet
': esrxacmw 14 s 8o-c r-
' DGNED BYJ APPROVED BY:
DATE: 1'771 ¢11 Zoo DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: A amp [� ,� twt F MdRPH - Re w�cr
—16KarW 14aD 9b1z7,V AVAes 4 AaA0&4. 7-206
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rdLor=Farm 5 ) County: Sampson Date: 12/11/95
LA%,.
Lance to nearest residence (other than owner): 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow
to
finish)
x 1417
lbs.
= 0
lbs
0
sows
(farrow
to
feeder)
x 522
lbs.
- 0
lbs
0
head
(finishing
only)
x 135
lbs.
- 0
lbs
350
sows
(farrow
to
wean)
x 433
lbs.
- 151550
lbs
0
head
(wean to
feeder)
x 30
lbs.
- 0
lbs
Describe other
0
Total Average Live Weight = 151550 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 151550 lbs. ALW x Treatment 1lolume(CF)/lb . ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 151550 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
FAL. DESIGNED VOLUME
Inside top length (feet) --------------------- 190.0
Inside top width (feet) ---------------------- 190.0
Top of dike elevation (feet) ----------------- 46.0
Bottom of lagoon elevation (feet)------------ 34.5
Freeboard (feet) ----------------------------- 1.0
Side slopes ( inside lagoon)-------------------- 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 185.0 185.0 10.5
AREA OF TOP
LENGTH * WIDTH =
185.0 185.0
AREA OF BOTTOM
LENGTH * WIDTH =
132.5 132.5
34225 ( AREA OF TOP)
17556 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
158.8 158.8 100806 (AREA OF MIDSECTION * 4)
CU. FT. = AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
4225.0 100806.3 17556.3 1.8
Total Designed Volume Available = 267028 CU. FT.

.a.tor:Farm
5�
County:
Sampson
Date:
12/11/95
Dance
LA1,104
to nearest residence
(other
than
owner)
1500.0
feet
AVERAGE LIVE WEIGHT
(ALW)
finish)
x
1417
lbs. -
0
lbs
0
o
sows
(farrow to
(farrow to
feeder)
x
522
lbs. -
0
lbs
0
sows
head
(finishing
only)
x
135
lbs. -
0
108250
As
lbs
250
sows
( farrow to
wean)
x
433
''0
lbs. =
lbs. -
O
lbs
0
head
( wean to feeder)
x
`'
0
Describe other • _
Total
Average Live Weight =
108250
lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 108250 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 1082SO cubic fleet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
ITAL DESIGNED VOLUME
i
Inside top length (feet) ---------------------
317.0
Inside top width (feet)-----------------------
102.0
Top of dike elevation (feet) -----------------
48.0
Bottom of lagoon elevation (feet) ------------
37.0
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
2.5 = 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.5 2.5 2.5 2.5 312.0
97.0 10.0
AREA OF TOP
LENGTH * WIDTH =
312.0 97.0 30264 (AREA OF
TOP)
AREA OF BOTTOM
L N T© * WIDjHO-
12314 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
287.0 72.0 82656 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
30264.0 82656.0 12314.0 1.7
Total Designed Volume Available = 208723 CU. FT.

C��
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18861.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
26435
cubic
feet
5B .
0
cubic
feet
5C.
18862
cubic
feet
5D.
18862
cubic
feet
TOTAL 64158 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================} 1.0 feet
Side slopes_________________________________> 2.5 : 1
Inside top length====__________317.0 feet
Inside top width============================> 102.0 feet
Top of dike elevation==================_====> 48.0 feet
Bottom of lagoon elevation==================> 37.0 feet
Total required volume=======================> 172408 cu. ft.
Actual design volume========================> 208723 cu. ft.
Seasonal high watertable elevation (SHWT)===> 39.0 feet
Stop pumping elev.____________________�_0.0 feet
Must be > or = to the SHWT elev.==========> 39.0 feet
Must be > or = to min. req. treatment el-=} 1043.0 feetft.
Required minimum treatment volume==========_
Volume at stop pumping elevation============> 179826 cu. ft
Start pumping elev_ _____ ________---_______} 0.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. . rainfall==> 189862 cu. ft.
Volume at start pumping elevation===========> 179826 cu. ft.
Required volume to be pumped================> 45297 cu. ft.
Actual volume planned to be pumped==========> 0 cu. ft. f.
0
Min. thick3!s
of soil liner when required==> 1.6 feet
APPROVED BY:
DATE: I 11 J�J DATE" v
n ��r
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: -- -- - /

,EMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon ( top of dike)
Length x Width
317.0 102.0 32334.0 square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 32334.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal -/day per 135 lb. ALW 1.37
Volume = 108250 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197737 gals. or 26435.4 cubic feet
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 = o.o gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
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 = 18861.5 cubic feet

tEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
190.0 190.0 36100.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 36100.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 151S50 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 276831 gals. or 37009.5 cubic feet
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
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 = 21058.3 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 21058.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
37010
cubic
feet
5B.
0
cubic
feet
5C.
21058
cubic
feet
1
5D.
21OSS
cubic
feet
1
TOTAL
79126
cubic
feet
SUMMARY
Temporary storage period====________________>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
2S year -- 24 hour rainfall==================>
7.0
inches-�-
Freeboard===================================>
1.0
feet s�
Side slopes=====____________________________>
2.5
: 1
Inside top length===========================>
190.0
feet
Inside top width============================>
190.0
feet
Top of dike elevation=======================>
46.0
feet
Bottom of lagoon elevation==================>
34.5
feet
Total required volume=======================>
230676
cu. ft.
Actual design volume========================>
267028
cu. ft.
Seasonal high watertable elevation (SHWT)===>
39.0
feet
_________________________
Stop pumping elev.-____________________�_-_>
41.3
feet
Must be > or _ to the SHWT elev . =========>
39.0
feet
Must be > or = to min. req. treatment el,=>
40.5
feet
Required minimum treatment volume===========>
1515SO
Cu. ft.
Volume at stop pumping elevation============>
152637
cu. ft.
Start pumping
44.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr .- 24 hr. . rainfall==>
245970
cu. ft.
Volume at start pumping elevation===========>
233720
cu. ft.
Required volume to be pumped================>
58068
Cu. ft.
Actual volume planned to be pumped==========>
81083
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
DESIGNED BY." --A � APPROVED BY:
DATE: I-,-l11Ns
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

P. Gregory Swain, P.E.
Mr. Jim Moore
Black River Farms, LLC
PO Box 1
Harrells, NC 28444
November 2, 2018
Subject: Combined Irrigation Plans and New Design for Added Fields
Dear Mr. Moore:
Per your request, and coordinating with Greer Moore, Clear Run Consulting, I
have completed new GPS mapping of existing fields, hydrants, sprinkler risers,
and applicable buffer features to combine and expand all wettable acres into a
single plan for the previous sites:
Clear Run Farms 2, 3, 4, 5
Wyne Creek/Kent Moore Site
Double K Farm
Wyne Nursery/Ted Moore Site
Attached you will find an overall plan for the entire site, and then larger scaled
plans for the various areas on the overall site, coded as noted on the plans. We
also have included new design information to add hard hose traveler coverage
for the cleared fields to be added to this plan, denoted CR8, CR9, and WCS.
As noted in the plans, we relied on previous information and discussion of most
suitable information from previous design details, wetted diameters, traveler
hose lengths, etc., as well as updating actual sprinklers in place, etc. Please
note that if there is any discrepancy in equipment or operation parameters,
should be notified to revise the plan to more closely reflect actual conditions
during application.
When new field hydrants are scheduled to install, please notify me to certify the
final installation. Thank you for the opportunity to assist; let me know if you need
anything further to proceed with approval.
t��t�Stt4HlHlauiryi
.� 'tN Rp
Sincerely, ��``�-°..` "• ��q
- sue.
.
• 96415 °
R. Gregory Swain P.E.
President
Eit
R.Gregory Swain, P.E. rirruiiftltSO
305 Wendover i n Clinton, NC 28411
Tel_ [phone] email scsWuOdgmail.com

6
0
E or Farm �, I County: Sampson Date:
12/11/95
st3nc Lo neart:st. residence (other than owner): 1500.0
feet
AVERAGE LIVE WEIGHT (ALW)
n sows (farrow to finish) x 1417 lbs. _
0 lbs
0 ,=c.ws ( farrow to feeder) x 522 lbs. -
0 lbs
0 head ( finishing only) x 135 lbs. -
0 As
350 sows ( farrow to wean) x 433 lbs. =
0 head (
151SSO lbs
wean to feeder) x 30 lbs. -
0 lbs
Describe other
Total Average Live Weight =
151550 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 151SSO lbs. ALW x Treatment Volume( CF )/lb
ALW
.
Treatment Volume( CF )/lb . ALW = 1 CF/lb ALW
.
Volume = 151SSO cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
,' FAL DESIGNED VOLUME
Inside top length (feet) ---------------------
190.0
]Inside top width (feet)----------------------
1.90.0
TOP of dike elevation (feet)----------------.-
46.0
Bottom of lagoon elevation (feet)------------ 34.5
Freeboard (feet)-----------------------------
1.0Side slopes (inside lagoon)-_----------------
2.5
1
Total design ,•.Olume using Prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
2.5 2.S 2.5 2.5 185.0 185.0
10.5
AREA OF TOP
LENGTH * WIDTH =
185.0 185.0 3422S (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
132.5 132.5 17556 ( AREA OF BOTTOM)
AREA OF MIDSECTION
* LENGTH =r WIDTH * 4
158.8 158.8 100806 ( AREA OF MIDSECTION
* 4 )
1 C:U . FT. = jAREA + (4*AR186S3CTION) + AREA BOTTOM]
000
DEPTH/64225C
.TOP
17556.
1.8
Total Designed Volume Available =
267028 CU. FT.

1
EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
190.0 190.0 36100.0 square feet
Buil.dino (roof and :Lot water)
0.0 square feet. Describe this area..
TOTAL DA 36100.0 square feet
Design temporary storage period to be 180 days.
Volume:, of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 151550 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 276831 gals. or 37009.5 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
volume = 0.0 cubic feet per CF
Volume of rainfall in excess of evaporation
Use Period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches Per foot
Volume = 21058.3 cubic- feet
1

t
. Volume of 25 year -
24 hour storm
volume = 7.0 inches / 12 inches
per foot. =x Dq
Volume = 21058.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SUMMARY
A.
37010
cubic
feet
58 .
0
cubic
feet
`'C,
21058
cubic
feet
5D•
21058
cubic
feet
TOTAL 79126 cubic feet
Temporary storage period____________________>
Rainfall in excess of evaporation====-__-__=
- -
180
da ys
25year - 2 4 hour rainfall______________-_=__
7.0
inches
->
7.0
inches
Side slopes______________)
1.0
feet
Inside top length====-___--"__-- --
2.5
: 1
Inside tOP width==__________________________>
190.0
feet.
Top of dike elevation=====--=--=--_-___-__-_->
190.0
feet
Bottom of lagoon elevation=====_--_____
46
feet
__=>
Total required volume==____.5
34.0
feet
Actual design volume______
267028
cu. ft.
Seasonal high Watertable elevation ------->
� SHWT )___)
257028
ft. �
Pumping elev.====__
39 .0
feet
feet
Must be ) or = to the SHWT elegy,; __________>
41.3
feet
.
Must be: > or = to min. req. treatment
39.0
feet
e
?e quired minimum treatment volume========1==)
40.5
feet
Volume at c. >
top Pumping elevation=====_______>
151550
cu . ft .
. tart pumping e).eL _________________________
152637
cu. ft.
->
Must be at bottom of freeboard
44.0
feet
& 25
sic=t�-jai volume less 25 yr. rainfall
Volume at
233720 cu ft
.start Pumping elevatio n=====fall==>
Required volume to be >
. .
233720 cu f t.
� __--__-__---_______----
Actual volume Planned tornbeMPumped=====___-_>
. .
cu. ft. �
Min. thickness of soil liner when
811
81083 . ft.
required==>
�j
DESIGNED )k
.7
1.7 feet
e
BY:4.,/l
C yr^
APPROVED 8Y:
#S C ,-l-f4- SP
[..'! , 1 : 1--1011- S
DATE:
NOTE: SEE. ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

4�1

'tor -.Farm 5A- County: Sampson
L fta*0
to nearest. residence ( other than owner)
E-. I...IVE WE GHT (ALW)
c
sloU.is
( farrow to
finish)
x 1417
lbs.
(:
sows
( farrow to
feeder)
x 522
lbs.
0
head
(finishing
only)
x 135
lbs.
.,)50
sows
( farrow to
wean)
x 433
lbs .
0
head
(wean to feeder)
x 30
lbs.
Describe other
Date: 12/ 11 /9S
1SO0.0 feet.
- 0
lbs
= 0
lbs
- 0
lbs
- 108250
lbs
- 0
lbs
0
Total. Average Live Weight = 1082SO lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
",,ott..i.ma = 1082SO lbs ALW x Treatment Volume( CF )/ lb. ALW
T reatmf:nt:. Volume( CF )/lb . ALW = 1 CF/lb . ALW
V(.)'[ume = 108250 cubic feet
�.,'1 i.:iF?AGE VOLUME FOR SLUDGE ACCUMULATION
VcDIu.me = 0.0 cubic feet
!-h('-;L DESIGNED VOLUME
Inside top length (feet)--------------------- 317.0
Inside top width (feet)---------------------- 102.0
Top of dike elevation (feet) ----------------- 48.0
Bottom of lagoon elevation (feet) ------------ 37.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.S : 1
Total design ,,,olume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.S 2.5 2.5 2.5 312.0 97.0 10.0
AREA OF TOP
LENGTH * WIDTH =
`12.0 97.0
AREA OF BOTTOM
L�NC�TH * WIDTH
AREA OF MIDSECTION
LENGTH * WIDTH * 4
287. 72.0
30264 ( AREA OF TOP)
12314 ( AREA OF BOTTOM)
826S6 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
30264.0 826S6.0 12314.0 1.7
Total Designed Volume Available = 208723 CU. FT.

W'ORAPT' ' ST ORAG)E REQUIRED
(..
J .%l9OOn ` 1=Op Of d] i:e }
Length Width =
317.0 102.02334.0 square feet
8i..,, i, l d i. ngs (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 32334.0 square feet
Design temporary storage period to be 180 days
Volui-rie of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 108250 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197737 gals. or 26435.4 cubic feet
i
v'olurme. of wash water
rhi.s is the amount of fresh water used for washing floors or volume
clt fresh water used for a flush system. Flush systems that. recirculate
1-he Lagoon water are accounted for in 5A.
sac'IUme = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
'�folume - 0.0 cubic feet.
Volume: of rainfall in excess of evaporation
Us:= 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 = 18861.5 cubic feet
r

Volume of 25 year 24 hour storm
Volume = 7.0 inche,� / 12 inches per foot * DA
Volume = 18c'6,I, .5 cubic feet
-TOTAL REQUIRED TEMPORARY STORAGE
5A. 26435 cubic feet
~"'B . 0 cubic feet.
5C . 1886.E cubic feet
SD. 18862 cubic feet
TOTAL 64158 cubic feet
�;iUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
2S year - 24 hour rainfall==================>
7.0
inches
1.0
feet
Side slopes=====____________________________>
2.5
: 1
Inside top length==_________________________}
317.0
feet
Inside top
102.0
feet
of dike el.evation=======================>
48.0
feet
Bottom of lagoon eleva.ti.on==================>
37.0
feet
Total required volume=====__________________>
172408
cu. ft.
ACtua.l design volume=====___ ________________>
208723
cu. ft.
Seasonal. high watertable elevation (SHWT)===>
39.0
feet
Stop Pumping
0.0
feet
Must be > or = to the SHWT elev .______ ____>
39.0
feet
M{..ist. be > or = to m.in. 'req. treatment el.=>
43.0
feet
Required minimum treatment volume===========>
108250
cu. ft.
`�.�olunie at stop ,_)umping elevation============>
179826
cu. ft.
Mart pumping
0.0
feet :+
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 2.5 yr ._ 24 hr. . rainfall==>
189862
cu. ft.
Volume at start pumping elevation===========>
179826
cu. ft.
Required volume to be pumped================>
45297
cu. ft.
Actual volume planned to be pumped==========>
0
cu. ft. �
{{ Min. thick-iess of soil liner when required==>
�E S:
1.6
feet
Tr APPROVED BY:
�: ; _
DATE: I -III JRJ DATE:
t-•IOI-E : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

J WaB �_ ry o
BoffWaH
BOB
MaC �� f : 11 •'�WaB •� • � : � � NoA� `
ChA Fl3( `�� C� BOB
Jo -
JT / WaB
10 BOB
ChA II WaB
Chq BH l � BH .�.
ChA MaC Fo
ChA
JT �rWo
WaB BOB
ChA BH I w'LY
Bob ` o: :•VV
rl W
ChA +
J7N Jo t s{ e
WaB
C
io
:.
x
a rhA Bob t } J r
f ^_ L]'T t� =.sue' c• i
BOB
�r 1 Ra BoB
a riQ r� waB RR -
3 ChA rw I w BuR ` ,7+isWaB
\ Lm + Chk �+E
Au Nob GoA % j. Ch�h ��? 1
ChA v , r Tr
UP
NOS Ra
li Cx6 Tr Lm f :i. r BH L
y.
ChA GoA Mai3
Lrrr� "ChA
Jo ChA Jo ++ Ra 6� 1
Jo
Tr
to �! ; CaB
ChA `pP GtC' Mac `
Au
Jo \� ChA
ChA ChA �H�. �a� y T• / / .WaB '
WaB
BOB
L Bo
Tr �P _ Ly
n 9 '
Lm ChA Lp Ly GcP.
:... • dt Q to ChA 1 ChA +t Ly
BH
:WaB,= w
Jo'
N
000 • 10000 Feet
J p 3 Kllometeri
O 16
SHEF

|--
\
Vperator:J & K FARM . County: SAMPSON Date: 07/29/91
|
�
Distance to nearest/residence (other than owner): 1300.0 feet
1. STEADY STATE LI E WEIGHT
0 sows (farrto finish) x 1417 |bs. = 0 |bs
600 sows (farroW to feeder) x 522 |bs. = 313200 |bs
0 head (finishing only) x 135 /bs' = 0 |bs
0 sows (farr 1 to wean) x 433 |bs. ~ 0 ibs
0 head (wean to feeder) x 30 |bs. = 0 }bs
MAL STEADY STATE LIVE WEICHT (SSY) = 313200- 10,
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 313200 |bs. SSLW x Treatment Vo|umc(CF)/|b. SSLW
Treatment Volume(CF)/|b. SSLW= 1 CF/|b. SSLW
Volume = 313200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed'"
4. TOTAL DESIGN VOLUME
\_ Inside top length 300.0 feet ; Inside top width 205.0 feet
Top of dike at elevation 46'0 feet
Freeboard 1.3 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 44.7 feet
Bottom of lagoon elevation 34.0 feet
Seasonal high water table elevation 32.0 feet
Total design volume using prismoida/ formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.O 292.2 197.2 10.7
AREA OF TOP
LENGTH * WIDTH =
292.2 197.2 57621.8 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 133.0 30324.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH * 4
260.1 1165.1 171770'0 (AREA OF N=EL1I3N * 4)
\ CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3 * DEPTH/6
.� 57621.8 171770.0 30324.0 1.�
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 463160 CU. FT'

/
. TEMPORARY ST A8E REQUIRED
DRAINAG �REA:
Lagoon �tLp of dike)
Len8th/* Width =
300.0( 205.0 61500.0 square feet
Bui|din s (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 61500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 313200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 76485 cubic feet
S. 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 recircu\at'
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days stora3e/7.48 8a||on�,
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceedz evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 35875.0 cubic feet

6D. Volume of
25 year
24 hour storm
Volume
=
/
10 inches / 12 inches per foot * DA
Volume
= 3587110 cubic feet
��
|
TOTAL
REQUIRED
/ .
EMPORARY STORAGE
5A.
76485 cubic
feet
5B.
0 cubic
feet
5C. |
35875 cubic
feet
5D.
35875 cubic
feet
TOTAL 148235 cubic feet
Total required volume 461435 cubic feet
Total design volume avail. 463160 cubic feet
Min. req. treatment volume plus sludge accumulation 313200 cubic f
At elev. 41'9 feet ; Volume is 313066 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 427285 cubic feet
At elev. 44.0 feet ; Volume is 423540 cubic feet (start pumpin8
Seasonal high water table elevation 32.0 feet
7' DESIGNED BY: =*=.— C t, APPROVED 8Y:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

Operator:Double K Farms County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow
to
finish)
x 1417
lbs.
0
sows
(farrow
to
feeder)
x 522
lbs.
0
head
(finishing
only)
x 135
lbs.
1100
sows
(farrow
to
wean)
x 433
lbs.
0
head
(wean to
feeder)
x 30
lbs.
Describe other
Date: 08/16/95
1300.0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0
lbs
0
1bs
0
lbs
476 300
lbs
0
lbs
0
476300 lbs
Volume = 476300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 476300 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------ --------------- 400.0
Inside top width (feet)---------------------- 205.0
Top of dike elevation (feet)----------------- 46.0
Bottom of lagoon elevation (feet)------------ 34.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 199.0 11.0
AREA OF TOP
LENGTH * WIDTH =
394.0 199.0
AREA OF BOTTOM
LENGTH * WIDTH =
328.0 133.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
361.0 166.0
78406 (AREA OF TOP)
43624 (AREA OF BOTTOM)
239704 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPT
78406.0 239704.0 43624.0
Total Designed Volume Available = 663179 CU.

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
400.0 205.0 82000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82000.0 square feet
Design temporary storage period to be 140 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 476300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 140 dayE
Volume = 676699 gals. or 90467.8 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircL
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 140 days storage/7.48 gall
per
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amo
140 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 47833.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 47833.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
90468
cubic
feet
5B.
0
cubic
feet
5C.
47833
cubic
feet
5D.
47833
cubic
feet
TOTAL
186134
cubic
'feet
43
6. SUMMARY
7.
Temporary storage period____________________>
140
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches`- =-
Freeboard___________________________________>
1.0
feet
Side slopes==_______________________________>
3.0
- 1
Inside top length___________________________>
400.0
feet
Inside top width____________________________>
205.0
feet
Top of dike elevation________________ _______>
46.0
feet
Bottom of lagoon elevation=_________________>
34.0
feet
Total required volume_______________________>
662434
cu. ft.
Actual design volume________________________>
663179
cu. ft.
Seasonal high watertable elevation (SHWT)===>
32.0
feet
Stop pumping elev.==________________________)
42.5
feet
Must be > or = to the SHWT elev.====______>
32.0
feet
Must be > or = to min. req. treatment el.=>
40.0
feet
Required minimum treatment volume=====______>
476300
cu. ft.
Volume at stop pumping elevation=====_______>
478095
cu. ft.
Start pumping elev._________________________>
44.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 2S yr.- 24 hr. rainfall==>
615346
cu. ft.
Volume at start pumping elevation=====______>
616773
cu. ft.
Required volume to be pumped________________>
138301
cu. ft.
Actual volume planned to be pumped=====_____>
138678
cu. ft.
Min. thicknes of soil liner when required==>
1.8
'feet
A,-L,d1
BY f✓C APPROVED BY:
DATE: 1-4. 95
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
:r
rd

|
[ SEEDING RECOMMENDATIONS
_______________________
\ AREA TO BE SEEDED: | 2.0 ACRES
/
USE THE SEED MIXTURE
tNDICATED:
0 LBS' FESCUE qASS @ 60 LBS./ACRE
(BEST qU7TED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING PATES: SEPTEMBER 15 TO NOVEM8En 30
0 L8S. 'PENSA ' BAHIA GRASS @ 60 L8S./ACRE
(SEE F03TNOTE NO. 1)
SEEDING DATES: MARCH 15 TO jUNE 30
'
16 LEE. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MUS| SOIL CONDITIONS)
SEEDING DATES: APRlL 1 TO JULY 31
0 LEE. RYE GRAIN @ 30 L8S./ACRE (NURSERY FOR FESCUE)
0 LEE. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATESi DECEM8ER 1 TO MARCH 30
LBS' ________________________________________________
APPLY THE FOLLOWING:
2000 LEE. OF 10-10-10 FERTILIZER (1000 LEE./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA 8AHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA8RASS IS ESTABLISHED.

u.'s. uEP| UF- *UHlCULyUHE |
�
SOIL C�NSERVATION SERVICE
' '
�
EARTHW8�K COMPUTATION SHEET
EXCAVATION
QAME: KENNY MOORE
ADDRESS: P. O. BOX 1 |
HARRELLS NC /
+---_+------ /_--_--+-----+----------+
!STA.! END SUM OF | DIS.| DOUBLE |
| | AREA B.AREA | | VOLUMN �
+____+______l�______+_____+__________+
11 701 01------ +-----+----------+
+----+------+| 7621 161 12192|
21 861 762 -------+-----+----------+
+----+------ 15241 121 18280
31 981 7621------- +----- +-----------
+----+------| 16541 100| 165400|,
41 1981 892|------- +-----+-----------
+----+------+ Z181| 100| 218100|
51 2981 1289|------- +----- +----------+
+----+------+ 2650| 161 42400|
61 3141 13611------- +----- +----------+
+----+------+ 13611 281 38108|
71 3421 0f------- +----- +----------+
+----+------+ 01 -342| 0|
81 0| 0|-------+-----+----------+
+----+------+ 0| 0| 0|
91 0| 0|-------+-----+----------+
+----+------+ 0| 0| 0|
101 0| 0|-------+-----+----------+
+----+------+ 0| 0| 0|
11| 0i 0|-------+-----+----------+
+----+------+ 0| 01. 0|
121 0| 01------- +----- +----------+
+----+------+ 010| 0|
131 O| 0|------- +----- +----------+
+----+------+ 01 0/ 0|
141 c| 01------- +----- +----------+
+----+------+ 0| 0| 0|
151 01 0|------- +----- +----------+
+----+------+ 0: 0| 0|
16/ 0| 0|------- +----- +----------+
+----+------+ 01 0| 0|
171 0| 0|------- +-----+----------+
+---- +------ + 01 00|
181 01 0|------- +----- +---------- +
+----+------+ 0/ 0: 0|
191 01 0|------- +----- +-----------
+---- +------ + 01 0| 0|
201 0| 0|------- +-----+----------+
+----+------+------------_+--_--_----+
1T0TAL | 494488|
+------------ r------------ +-----------
DOUBLE VOL /2 = 247244 CU. FT.
VOLUME = 9157 CU. YDS.
COMPUTED BY HANK GAY DATE 7/1/91

UDE P T UF" *�RLCuILT�RE | �c-L��u-1
x
SOIL 'CONSERVATIOW SERVICE
/
/
EARTHWORK C�mPUTATION SHEET
EM8ANKMENT
'
�%lAME: KENNY M0UR� | TUP WIDTH: l� FEE�
|
ADDRESS: P. Cl. 8OX 1 ' TOTAL SLOPE: 6:1
HARRELLS NC '
+----+--
.... ---+---
�-_+_----+-------
+
|STA
D |SUM
OF | DIS.|
DOU8LE .
| |
AREA |E.A
E� | |
VOLLlMP,! |
+----+--___-+---�-.--+-----+------_--
+
1| 0|
0+----�--+-----+----------+
+----+------+
�
+06| 50|
10300|
2} 50|
206|--- ---+-----+--------'—��
+----+------+
47�| 100|
47z00!
3� 1�0|
265|---�---+-----+----------+
+----+....
.... .... ... --+ 596| 55�
32780|
4 205|
331|-------+-----+----------+
+----+------+
5| �55|
abu/ tjo|
327|-------+-----+----------+
329�0|
6| 355|
320|-------+-----+----------+
+----+------+
584| 100|
58400|
7| 455|
264|-------+-----+----------+
+----+------+ 441| 50�
22050|
8| 505|
1T7|-------+-----+----- -------+
+----+------+ 314| 100|
31400|
9� 605�
137|-------+-----+----------+
+----+------+ 1371 100|
13700|
10| 705|
0|-------+-----+----------+
+----+------+
0| -705|
0�
11| 0|
0|-------+-----+---------
+
+----+------+
-� 0|
('�
13� 0|
' 0|-------+-----+---------
+
+----+------+
0| 0|
14| S
0|-------+-----+------
--+
+----+--
-
-'-'-'+
+ ' �
--+
Ij|'---- -�-''--+ --
-- '-+
+----+ -
'-'+�'---.-'---- +� --------+
AL
+----------------+------_-+---
|
313330|
------+
DOUD�E V0L /2 � j.5u�6�
----------
VULUM� OF EM�Aw�MENT � �802
�LUS 10% SETTL�M�NT = 580
TO7�L = 63O3
--- ------
CSM|^u.�� D� �A�k �AY D47E
'-
CU- YDS.
CJ. YI'C,

u.S. UEH OF AGKmUL/UHE | NC-EN6'/
S8W CONSERVATION SERVICE
EARTHWORK COMPO/-
ATION SHEET
PAD
"AME: KENNY MUORE
/
ADDRESS: P. U. BOX 1
HARRELLS NC
+----+------+_--_-- L----+_--- ---- +
STA.; END ;SUM OF DIS.| DOUBLE |
| | AREA |E.AREA / | VOLUMN �
+---_+------ +------ ]+L.... +..........
+
11 881 0|------- ----+----------+
+----+------+ 738|' 121 WSW�
2| 100| 7381------ -----+----------+
+----+------ + 102 1001 102900:
J| 200! 2911-----------+----------+
+----+------+ 2911 501 14550|
41 2501 0|-------+-----+-------- -+
+--- '------+ 01 -250/ 0|
5| 0|-------+-----+-----------
0| 0|
6| 01 0|------- +----- +----------+
+----+------+ 0| 0| 0�
7| 0| 0|------- +----- +----------+
+----+------+ D| 0| 0|
0|------- +-----+----------+
+-'- +------+ 01 0| 0|
9! 0" U;-------+-----+----------+
+----+------+ 0| 0| 0)
10| 0| 0:-------+-----+----------+
+----+------+ 0: 0| 0|
11| 01 0/------- +---'-+----------+
+----+------+ 01 0| 0|
1h| 0| 01....... +-----+---------- +
+---- +------ + 01 0| 0|
13| 01 0|------- +----- +----------+
+----+------A 01 0| 0|
141 0| 0|------- +----- +----------+
+----+-- 4 0| 0| 0:
15! 01 c;---'---~- -'-' +
+--- +--- -+ n ` 0|
01------- -- ------------_
^-- -4 — --/ 0|
17| 01 01------------- +---'------+
+----+----'-+ 0| 0| 0|
181 0| ------- +-----+----------+
+'---�'-----+ 0| 0| 0|
19| 01 0|-------+-----+-----------
+---- +------+ 0| 0| Of
201 0| 0|------- +-----+-----------
+-_--+_-_---+-_-----------+----------+
00TAL | 126306|
+------------------- �-----+-----------
DOUBLE VOL /2 ~ 6W53 CU. FT.
----------
VULuME = 2339 CU. YDS.
----------
CUMPU?ED BY HANK 8Q-- DATE 7/1/91
---------------------- --_---- -

uCut-/u�� |
.SQIL SONSERVATION SERVJCE
�AMEKENNY MOO��
�^DDRESS: P' O. BOX 1
HARRELLS NC
EARTHWURK COMPUTAillUN SHEET
PAD
LC*vAT[8�
|
'
+-.... --+------+-------+
/S[A.�
. |
AREA 1E.ARE�
+ -+------+-------°-�-
'+--------- +
+---- -----+
__.... ... ... .+
__.... ... .... _.... +_/
'
�.-------+--
-+-_- '-- �-*
6/ �|
0|-'-'---+-----+-
--------+
71
_------+
^----+------+
8/ 0/
0(-------+-----+_---------+
+----+------+
0/ 0|
0�
9> 0|
0|-------+-_---+__--------+
+----+------+
0| 0|
D|-------+---_-+-_--------+
0|
+----+------+
0/ 0| 0|
11| 0|
�|-------+---_-+----------+
12| �|
0�------_+-----+----------+
+ +
13| ��
0|-------+-----+----------+
14| ��
0|-----_-+--
_-+----------+
^- --+--
- ------__+
0� 0�
17| 0|
��---'
-'+-----+----------+
�---....
.... --+-----+----------+
19| 0�
C|-
-----�'----+----- -- -+
��| O|
D|-------+-----+_--------+
+----+--_---+--__---------+-------
_-+
|-0TAL
+-------
------....
| 126�06|
.... _-_---�_-+-------_--+
DOUDLE
/
VUL /2 = 63�33 CU. FT.
---------
VOLUME = 2339 CU. Y�S.
COM'uTE� �r HA�/
----
8AY
------
D�TE 7/1/91
-- ----------- --

V. s. b9ftRr0w! OF A+BieIMIM �-�
M!t Conearratlea Serrise !/h
LAUTIM m
PW or 4XCAVATM WASTE
MANI
f(Ehn Moa,eE ACT OI
DAT Z 7 L 9 f DISTRICT SA M
I
3oo.a
E Mfi TN
v sin SLOPE 3 to 1 /
AM t0! Mr•
17
00,
00/
.�-ssssr tow-
4 wt. /maws iR
12�0
i�lr�■e •skaft 1(we's of Uw) + (arm of Wttaa) + (4 s area • 4 I. 35
Use of facility Sw;
Capacity 3 4-5 i s q- Gallons
Volu■a Cost -sharing
Cu. Pt.
Soil type 2�,,Z t8 t A 7-0 rn
" M. deaeription _ WAJ iv oall 4,4 c E
/c e o O o
I
0fl I
zlw. Co. o
• Botta2
Ilex.
—?Y-,
Normal liquid lwel
11es.
4*, c
Stems* for noEwrl' prrcip. (pt)
+
Maximum liquid lswl
glow.
�¢ c
S to ra" for t
2s yr. freq. procip.
M.)
+ 7
Crest M
�w
trsabeaed (Ft .)
+
Top of 'Dew
KUV •
"A

F
-- —CORUftemcht But-ldingTV vim !
Pit
5,6m P,3 0,17Co
Settled Top Elevation
t
Fluid Elevation 4q. d
SSs I SS 3.0
ZdOH
pipe (Needs to be adequtear
supported) Depth a ���

. /
�
OPERATION AND MAINTENANCE PLAN
--------------- ----------__-^ |
This lagoon is designed for waste treatment wit Jh
minimum odor
control.
The time
required for the planned f|urd
level to be
reached may
vary dAe
to soil conditions,f|ushin,"
operations and
the amount
op fresh
water added to the system. |
'
L&nd app|ication
of
waste water is recognized /an
-l-
acceptable
method of
disposal,Method
f application
s o app ca ion incU�de
solid set
center pivot,
guns,
and traveling gun irri8ation,
Care should � be
taken when
applying
waste to prevent runoff fr/^the
om
field ordama8e
to crops.
The fo|!owq8 items are to be carried out-
!. it is stron8/y recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors durinS
start-"p. Pre-cha/S/n8 reduces the concentration of the initial
waste entering the a800n thereby reducing odors. Solids shouid be
covered with eff|ient at a|| times.
2. The attached waste utilization plan shall be followed.This
plan recommends sampling and testing of waste (see Attachment 8)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 44'0 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 41.9 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per
irrigation is
one (1) inch
and the recommended maximum application rate is
0.4
^
inch per hour.
5. Keep vo8etutioo
on the embankment and areas
adjacent to
the
lagoon vowed
anoua>;y. Vegetation should be fertilized
as needed
to maintain a
vigorous stand.
0. W /, any
a 00 u ateas or a ess damaged by
rodents and
estah|in\ in
vegetation.
7~ A|/ surface
rurofF is to be diverted from the
lagoon to stab/e
out |ets'
5. The Wean
Water Act of 1977 prohibits the discharge
m'
Pollutants into
waters of the United States. The
Department
of
Environment,
Health, and Natural Resources, Division
of Environ-
menta ManaSement,
has the responsibility for enforcing this
law.

SPECIFICAKUNS FOR CONSTRUCTION OF WASTE TREOTME�r LAGOONS
------ - ------ ----- --------------------------
Clearing:
---------
A/} "ss
and
uculh s^aH
so removed
from the constfiArtion
be?"re any
e
ava5'..
^ f' in sta,ted.
SLUMPS
arec.
4 /| be removed
within the
a
a ,f '
. ''ion of
the embankment� and fill
areas
and all excavated
�'�o.
. !A stumps
and roots
exc-/dinS one
(1)
/nch in niamete,
foot.
.
| be removed to
a minimum
dep�� '' of one
(1)
Sat.s
zc�^^y -WOO
tivn will
be made
fouodatioo
area
��a|�
of
ed thoro
�'e /�yse'h� before
' uS y e
a|~' ~ebris�^
ore/p|accment
The
of
embankment
material.|
Cut-off Trench:
--- ---- - -
A cut-Qvf t'enc,. (wr*n sye ifieJ nha}| be installed as shown
the plans.
Construction:
-- - ---- - --- --
Construction of excavated and
earthfi|| areas shall be performed to
the neat lines and grades as Planned.
Deviations from this
require
will
prior approval of the
SCS. Earthfi/| shall not by placed
in standing water and reasonab|e
compaction of the f/ { (s shall be
Performed by the construct on
equipment or sheeps-foot roller durinS
Placement. The embankment of
the lagoon shall be installed
the more impervious materials.
using
Construction of fill heights shall
inc|uue ten (10) percent for sett/ement.
To protect against seepa8e
wnen areas o; unsuitah!e material
are encountered, they will need to
" ex,avated a o /..mum of ooe
(1) foot below 8ra6e and backfi|led and
Compacted with a suitab|e material
(!e-CL,SC,CH). Refer to the soi|5:
investigation ixfor*at'oo /n txe
Precautions
p:aos for special considerations
oho"/d be taken durio3
construction to p. eveot excessive
erosio an so ' Ftat|o/ .
--- ---- -
A|| exn' s" ectark�e 1 a,.d "tier bare constructed areas shan be
Aeeaej t the a nod sy" of veveta"o as soon as possible after
co^str to;
/

WASTE MANAGEMENT SYSTEM
FOR
J & K FARMS
P. O. BOX 1
HARRELLS NC
TABLE OF CONTENTS
I Cover Letter
2 Solis Map
3 Conservation Plan Map '
4 SCS-EN8-538 (Soil investigation)
5 NC-EN8-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization plan
8 Seeding Specifications
9 NC-EN8-12 (Excavation)
10 NC-EN6-12 (Embankment)
11 NC-EN6-12 (Pad)
12 NC-EN8-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14
Operation and
Maintenance Plan
15
Specifications
for Construction
of Waste
Treatment
LaSoors
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of La600n & Pad

/
/ ~ / USDA-SulL CumSi±*v*/1um bEHviOE
6303-D EAST ROWAN STREET
^ PHONE [phone]p63 DEPARTMENT OF
[ � AGRICULTURE
-
' | - -------------------------------------^---------_____________
OPERATOR:
`
)|
| Please review the attached plan and specifications carefully. / | Retain this Plan for your use and records It is strongly
recommended that you, your contractor and the �oi/ C
Service personne! are io agreement as to h �h Conservation
/ is t» be constructeu SCS personnel ow the waste |a�oon
concerned parties and ^waik over thn»eit will meet with a/|
/ and markings. It is i�portant that everyone
e t» e»P|a�» a/� flags
! expected so that final construction
understands what is
specifications and the Job can b ' c�/»» meets plans and
cost -share is invo/ved>, e certified for payment (if ACp
The pad dimensionk aid � builder or contractor i�3rad es are the best estimate, The
SCS es
for final layout anJ design of the pads.
personne| will assist in d
capacity, as its major concern is the proper' design and
construct/on of the waste treatment lagoon.
The actda| amount of materia| required for pads and d
vary from the estimate T� am may
cuts and fills as closes^ �e design w��/ attempt to balance'
required after constructionasP»ssible' If additional material is
contractor and /s complete on the /�8000 the
of the borrow aowner will negotiate on the price and location
It should be noted that certification of the lagoon will depend
upna//sPecifications being met. Important
.=nuuthwidth, items include
' o�n, depth, s/opes, topsoi/ placement
elevations (top, bottom, discharge pipes), and seeding.
NOTE:
correct
NOTE:
Design Requirement:
Estimate of Excavation:
Estimate of Pad:
Estimate of Dike:
461435 cu.ft = 17090 cu.yds.
___249505 cu.ft = 9241 cu.yds.
-- -----------
63153 cu.ft = 2339 cu.yds.
____
----
172341 cu.ft
-- - -- -- --
Estimate of Topsoil Required:
Ratio
---
Job Class III
Designed By
Dy
`
�
---------
= 6383 cu.yds.
---------
300 cu.yds.
---------
�
-----~-~-
Date
Design Approval
-
_----~-_-

�1
U. S.' Department of Agriculture NC-ENG-34
Soil onservation Service September 1980
F Fi' a Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Land er kent► - . Messo County �►A~�sQr __--
Community or Group No._F-i- Conservation Plan No.
Estimated Depth of Water to Top of Dam 6 Ft. Length of Flood Pool _ Ft.
Date of Field Hazard Investigation -7112. j si
Eval'ation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. _sr. Elev. st. evatior
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope; Land Use Improvements Above loodwater Abc
Flood Plain: Flood Plair
Y-. Ft. Ft. — Ft. Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable future downstrei
Improvements from a sudden breach A Suooen rAILUR.E OF %5T�lsCTUoeE WJLt- 'noT
n An L.1 F9 Of- DAP14A66 Ps8tlG TrtA^3PoQra7ion. L AGeon Slyd iS 90tA4- 409
OE Woopt.,OAkAnn APORox leeo Fr Ta ndrAlte'ST S
Hazard Classification of Dam (Q b, c) (see NEM-Part 520.21)
Dam Classification (I, II,� IV, V)—
name (title)
Concurred ByLA
•Cname tie
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date-7112.91
Date

i
A
5CS-!NG 53rt
R ��.
U. S. DEPAN rMENT OF AGRICULTURE
SOIL CONSERVATION SERVIbZ
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME Kdr Q M 00k E DISTRICT RANIy�or�
7 / 91 .SAMR50l1
DA'�'E - COUNTY
S. C. S. PHOTO SHEET NO. WORK UNITC L r n t20r)
WATERSHED AREA MEASUREMENTS
CROi LAND ACRES PASTURE ACRES '_'-- ( 0 ifla a 14. &S
WOO�biAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SXRTC9 OF PROPOSED•POND SHOWING WHERE BORINGS WERE MADE (Approx. scale Yr= feet)
Loratr refereME point +n center line of dam and ldentUy on sketch.
®■■E.NEM ■EN
;HOW BORING NUMBER AND PROFILE
IEPTH Make and list dam -site and spillway ban
CAT c Ws fist- then Panded arm and bones pit bongs • separate rgth oertlool rod une.
!"ontlr.ued on back where necessary) Show water table e/emtions on dam-sfh borhj#L
O - l SM SM
F++
1 - z SM Sn,
- Stv► Sc
9 ' 5 5G SC
S - L Sc Sc
- -7 SG SC
-9
— rr
BORINGS MADE BY . Ct.l EM C GA SIGNATURE A TITLE 4 tc._ bs- r. 'Tec N .

s
Wkiki- G4-(aw"m- R-11�
k
LAGOON DESIGN CHECK LIST
Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
2. Dam Safety Exclusion
✓/. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
3.
Storage Volumes
designed volume exceeds needs
all temporary storage is designed above the seasonable high
water table.
minimum of 6 feet treatment volume depth available
no sludge storage statement included if landowner so requests
4.
Operation & Maintenance Plan (sheet included)
begin and end pump -out elevations shorn
5.
Location Sketch (included)
distance and direction to nearest residence shown
road numbers shown
north arrow shown
6.
Hazard Classification Sheet (NC-ENG-34 included)
distance to nearest stream in event of dike failure shown
distance to nearest public road in event of failure shown
topo map of area to & b included
support a above
7.
Waste;Jt„i-.lization:::.P1n==-(•hchuded)
,a.
all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
mob.
signatures of producer & person preparing plan
c.
pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
.d.
legible ASCS maps of effluent disposal fields included
,e.
legible soil survey sheets showing all effluent disposal
fields included
..f
suitability of soils for crops planned assured
q.
attachment °B" on sampling procedure included
8.
Soil Investigation Sheet (SCS-ENG-538 included)
of three borings on Class IV & V lagoons
7minimum
borings 2.0' below designed bottom of lagoon
c ."
location & elevation of borings in relation to grid survey
d".
seasonal high water table at highest elevation
NIA e.
borrow area location shown

WASTE MANAGEMENT SYSTEM
FOR
WILLIAM POWELL
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
----------------------------------------------------------
OPERATOR: MR. POWELL
Please review the attached plan and specifications carefullyy.
Retain this plan for your use and records. It is stronVly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flays
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES
EVIDENT?
YES
NO
X
DESIGN REQUIREMENT:
517564
---------
cu.ft =
---------
19169
cu.yds.
ESTIMATE OF EXCAVATION:
379296
---------
cu.ft =
---------
14048
cu.yds.
ESTIMATE OF PAD:
0 cu.ft
ESTIMATE OF DIKE: 0 cu.ft
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER:
0 cu.yds-
= 0 cu.yds.
242 cu.yds
ESTIMATE OF TOPSOIL REQUIRED: = 303 cu.yds.
Ratio 0.0 1
--- Total Excavation = 14593 cu.yds.
Job Class IV
Designed By JASON TURNER
------------------
Design Approval `'T -
2/16/94
Date
- _---!-2- 2�
Date

Operator:WILLIAM POWELL County: SAMPSON Date: 02/16/94
Distance to nearest residence (other than owner): 1600 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
2580
Head
(finishing only)
X
135
lbs. =
348300
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 348300
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
348300 lbs.
SSLW X Treatment Volume CF/lb. SSLW
Treatment
Volume CF/lb.
SSLW=
1.0 CF/lb. SSLW
Volume =
348300 cubic
feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION
OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume =
0 cubic
feet
REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 320 feet ; width 225 feet
Top of dike at elevation 52.00 feet
Freeboard 1.3 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 50.70 feet
Bottom of lagoon at elevation 41.00 feet
Seasonal high water table elevation 44.80 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 312.2 217.2 9.70
AREA OF TOP
LENGTH X WIDTH
312 217
AREA OF BOTTOM
LENGTH X WIDTH =
254 159
AREA OF MIDSECTION
LENGTH X WIDTH X 4
283 188
67810 (Area of Top)
40386 (Area of Bottom)
213004 (Area of Midsection X 4)
CU. FT. _ [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
,67810 213004 40386 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 519274 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon ( top of dike)
Length X Width =
320 225 72000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 72000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 348300 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 85264 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 42000 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 42000 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 85264 Cubic feet
5B. 0 Cubic feet
5C. 42000 Cubic feet
5D. 42000 Cubic feet
TOTAL 169264 Cubic feet

6. SUMMARY
Total required volume = 517564 Cubic feet
Total design volume avail.= 519274 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 348300 Cu. Ft.
At elev. 48.00 Ft; Vol= 347529 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 477274 Cu. Ft.
At elev. 50.00 Ft; Vol= 472581 Cubic feet (start pumping)
Seasonal high water table elevation is A4.80'/Feet, which must
be lower than the elevation of top of treatment volume 48.00
DESIGNED BY:
DATE: 2a -14
APPROVED BY: ��7]
DATE: _ �-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

U. 5., Departmegt of Agriculture, - ,Soil Conservation S�rvi-ce NC-Ed6-34- September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner WILLIAM POWELL County SAMPSON
Community or Group No. Conservation Plan
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool
Ft.
Date of Field Hazard Investigation i_ _ 3
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
'
Kind of
Reach: Length: Width: Slope: Land Use Improvements
st. tiev. :tSt. Lievation
:Improvements:
mp of
nts:FloodwatercAbove
Above
Ft.
Ft.
• Flood Plain:
'
Flood Plain
.
Ft,
Ft.
1
100
WOODLAND NONE
'
2
'
3
.
Describe potential
improvements from
for loss of life and damage to existing
a sudden breach --A cllnnF I FAT, IIRF nF CTDIICIII(?F
or probable future
downstream
LIFE OR DAMAGE
PUBLIC TRANSPORTAION. 11.1
LIT► I M11t1T
NGER
AND 100' FROM
WILDCAT CREEK.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) A
Dam Classification (I, II, III, IV, V) IV
By
name
I. COST SHARE TECH.
e
Concurred B m S
name ti e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 2-23-94
Date

SC S- IN G- 538
Rev. 5.70 U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL "'INWSTIMATION TO DETERMINE SUITAB UrY OF PROPMED RD SITE
FARMER'S NAME DISTRICT
DATE / - 3 a - c7 3 _ _ COUNTY
S. C. S. PHOTO SKEET NO. WORK UNIT , 1
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL
ACRES POND CLASS WORK UNIT CONSERVATIO.; IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. Scala 1"� __feet) Latate reference point ,n center line o/ dam and (dendfy on sktttA
WOW MkBORING NUMBER AND PROFILE
IEPTH Make and fist am -site and sp"h-V borings first • then Ponded area and bomow pit barmps • separpte with arrttoal red (Inc
/Continued an back whirr necessary/ Shore water table e/euntions on dam -site borings.
e� F
!!!WIN
�m�ll�II
il��■
��;lfll�l�l1
MR
on
I
fl-;°Il fl 1f5�1f5�
BORINGS MADE BY rz f'•r_ i - +�=r�C SIGNATURE & TITLE
Sri 5
S�
L

w
p�'
—, 4
A
34;xrJ1s MyF 44'A-e
4
V,
Zt,
pomt
N 7
jL j.
rn ;4
"now.—
-. �-02
J,
A
A,
Ali -7-:
61
J�l
f
N,
My
,",
%
a AL
Z
41
K4
-64", Joz�. — . -, , I , I r-
41• a
V S"!rV.
i7l
K
A 4.�
nt
It,
VA,
V
'mid .;R
-: - F,
AF t
10
5!
"
.14
ell
r ray
A
r %rii f. y
' 4
Ck
TrUn
F
OAL
4&
'po

r - -y -
1
FILL
AVERAGE GROUND / 1
SANDY MATERIAL VARIABLE I
NO CLAY -
-r
1.5 FEET THICI
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
TYPICAL CROS8;-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL -CLAY LINER
1 F T THICK CLAY LINER
(MINIMUM) ''�
EXCAVATE THIS AREA AND
.�_BACKFILL WITH CLAY
__7
EXCAVATE
i FILL ,
�- - - RAGE
- �AVE� GROUND
fr VARIABLE SANDY MATERIAL
--- -
_ NO CLAY
T- --- - -
1.5 FEET THICK
CLAY LINER
SANDY CLAY -CLAY
AVERAGE DEPTH TO CLAY /0170
� :L__X 1.5 FEET THICK X DIOTANCE
CUBIC FEET
UB I C YARDS
NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED T
FEET BELOW GRADE, BAABLE 1 AT AND COMPACTED ENCOUNTERED,
A SCS APPROVED N 27 CUBIC FRET/CUBICTED YARDS
WITH0 BE EXCAVATED A MINIMUM OF 1.5
MATERIAL (SC, CL, CH).

Confinment Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 1s_�
Settled Top Elevation S7A�,
Pipe Invert Elevation V --
v
SS SS n
SS
TREATMENT
LAGOON ,
" Pipe (Needs to be adequately Depth = �_
supported)
Bottom $levation
NOTE: RIP -RAP, FLEXIBLE PIPE -OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME P W L Date: 2-23-94
County:SAMPSON
Address: HARRFi I_ S
30-0/ LENGTH
\ it Of SLOPE .2.70 t /
arE. TOP ELEV. /,
oa
o �
___L1 LSLCTION V+oq�o
7 y�O RVE. 907T0Y ELEv. /S>
��MCTN
(Sw bw* for vaLLM Csladetlam)
Use of facility: ANIMA, WA,,zTp
Capacity: 3aRa170 Ilona �1q�74 Ft3
Soil Type: —
Bench MtrIc Dexcr ntid5 i nrn-rrn --
Bottom smrAm
Normal Liquid Level
Storage tar normal Precip.
Maximum Liquid Level
25 yr. Storm Storaqe
Crest WN
Max.Flov Depth
Freeboard
Top of Dam
ASSUMED TBM
81ev. a; _n
Slw. go n
(+)
Ft.
Mlev.
(+)
Ft.
(+)
Ft.
Elev. 2n
ELEV. 50.0

Az
Wl" t,
Y
jr
1, �'k
147
-4�

0 1
ARIL
ZONE X
ZONE X

d..
7—nel
Cem
L i
He •n g
,0
Ce ' 75
/ ✓ 1 iY 0
01
Fi ep1600
rr/A
1191
1 u ^
=� "frog, Owdl:�a l !001--Bp—J''
vw-
t
50 �-
1106
^1 •II it -W-�' r' = �.' --� - ._' 15 ���
id
\\
Mill
1106
of
30
Ezzentown
te
�.. _ - =— _%� s• _��/ __� ' i II [is, it .1( � �1
Royal

UUMD Xr TU sca USDA -SOIL CONSERVATION SERVICE
Dap*rrwnv" Or CONSMVATION 303-D EAST ROWAN ROAD
AMMULTURB SERVICE CLINTON, NC 28328 - --
ATTENTION: PERSONS CONSIDERING A NEW OR EXPANDED CONFINED
SWINE OPERATION
The North Carolina Division of Environmental Management requires that any new or
expanding swine operation, exceeding 250 confined animals, meet minimum Soil
Conservation Service standards for storage, treatment, and management of the waste
before animals can be stocked. This requirement is for operations that are new or
expanding after January 1, 1994.
Before stocking animals, the producer must have a certification from a technical
specialist stating that the operation meets the minimum guidelines. Currently, all
registered professional engineers have been designated as technical specialists as has
local Soil Conservation Service personnel with engineering job approval authority.
Other technical specialists will likely be designated by the NC Soil and Water
Conservation Commission in the near future.
WHAT DOES THIS REQUIREMENT MEAN TO THE NEW OR EXPANDING
SWINE OPERATOR?
New and expanding operations will have to meet minimum SCS requirements for
storage, treatment, and management of waste before animals are stocked. SCS has
always encouraged producers to meet these standards but legally, producers were not
required to meet the standards according to any time frame. SCS standards and
specifications require the following items be completed before certifying that an
operation meets the standards:
1. The waste treatment lagoon must be designed and constructed according to
current guidelines contained in Section 4 of the SCS Field Office Technical Guide.
This includes proper grading, excavation, and lining of the lagoon. It also includes
seeding and mulching the lagoon prior to certification.
2. The waste management plan must be developed according to the SCS Technical
Guide. This plan will address the proper management of the waste including treatment
of the waste while in the lagoon and proper irrigation of the waste on crops. The
irrigation plan will be based on the crops grown by the producer. The acres needed to
apply the waste will be dependant on soil types, crops, irrigation equipment, storage
capacity of the lagoon, and management.

In addition to these stanndaads and specifications, the state law requires that the pMdUM
eithfif Own or have socen to the needed it c-i eim ogtdpment for to receiviq
certification. This means that the producer will need to either own or have access to .
the equipment before stocking animals. The producer will need to provide the
technical specialist with adequate evidence that this condition has been met.
A technical specialist must sign certifying that each component has been designed and
installed according to minimum guidelines. All four components -- storage, treatment,
operation, and maintenance -- must be certified by the technical specialist before the
operation will be deemed permitted by the state and allowed to stock animals.
HOW DOES A PERSON MEET THESE REQUIREMENTS?
A person considering a new or expanded swine operation should contact a technical
specialist early in the planning process. Then, as the site is evaluated and the system
designed, the person should maintain contact with the specialist so that any potential
problems or concerns can be addressed early. During site evaluation, a waste
management plan will likely be developed and approved by the specialist. During this
plan development, it is also advisable for the producer to determine what type of
irrigation equipment will be used and to make the necessary arrangements for the
equipment so that he can certify to the specialist the the equipment is available. When
construction of the lagoon is nearing completion, the producer should contact the
technical specialist so that a construction check can be performed to assure that the
lagoon has been constructed as designed. As soon as the specialist approves the
construction of the lagoon, seeding and mulching of the lagoon should occur so that the
lagoon can be certified. Once this step is finished, the producer should have the
necessary certifications -- storage and treatment (lagoon), operation and maintenance
(waste plan and irrigation equipment).

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 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. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building (s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.00 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 127264 cubic feet or 951934 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
--------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be laced in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1)5foot
below grade and backfilled and compacted with a SCS approved
material (i. e. -CL, SC, CH) . Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S:: D!kPT OF AGRICULTURE
SOIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EXCAVATION
NAME: WILLIAM POWELL
:4,DDRESS :
+----+------+-------+-----+----------+
END
SUM OF
I
STA.I AREA IE.AREA I DIS.I DOUVOLBLE
UMN I
+----+------+-------+-----+----------+
lI 351 OI-------+-----+----------+
+----+------+ 12291 211 25809I
21 561 1229I-------+-----+----------+
+----+------+ 24581 44I108152I
31 100I 1229-------+------- ----+
+----+------ 25311 100I 253100I
41 200I 1302-------+-----+----------+
+----+------+2846I 130I 369980I
51 330I 1544I----+-----+----------+
+----+------+ 15441 lI 15441
61 3311 OI-------+-----+----------+
+----+------+ OI -331I 01
7I---0I-- 0 I------------------------
81---0
01 I------------------------
9I 01 OI-------+-----+----------+
+----+------+ OI 01 01
101 OI OI-------+-----+----------+
+----+------+ OI 01 01
11I OI OI-------+-----+----------+
+----+------+ OI 01 01
121 OI OI-------+-----+----------+
+----+------+ OI OI-01
131 OI OI-------+-----+----- - - - +
+----+------+ OI oI OI
141 OI OI-------+-----+----------+
+---+-----+ OIOoi
151 0IaI------- -----I---------
- -
of
161-
OI- OI------------------------
171 OI OI-------+-----+----------+
+----+------+ OI oI0
181OI---1
- OI-----------------------0
1.91 OI OI-------+-----+----------+
+----+------+ OI OI OI
20I OI OI-------+-----+----------+
----+------+-------------i----
TOTAL7585851
+-------------------------+----------+
DOUBLE VOL /2 = 379293 CU. FT.
VOLUME = 14048 CU. YDS.
COMPUTED BY Jason Turner DATE 2-21-94

NAME:- WILLIAM POWELL
3
1 LINE:
1
+--------+--------+--------+--------+--------+--------+--------+--------+--------+--------+
2
3
4
5
6
7
8
9
47.71 47.81
+--------+--------+--------+--------+--------+--------+--------+--------+--------+--------+
48.01
48.01 41.01
41.01
47.71
0.01
0.01
0.01
+--------+
11
42541
+--------
11
47701
1 891
1001
2001
2881 2651
110l
891
0l
21
48001
21
95601
+--------+--------+--------+--------+--------+--------
0l
0l
31
9600l
31
13824I
+--------+--------+--------+--------+
41
118081
41
127201
51
108651
51
45101
61
52471
61
36491
71
0l
71
OI
8l
0l
81
0I
91 0l
+--------+
91
0I
1
465741
----------
1
490331
+--------f
+--------+
2 LINE:
+--------+
+--------+
12291
1
2
3
4
5
6
7
8
9
+-._______}---_____f____--__+____-___f________}_____-__f________f____-__-f__--__-_+____-__-f
1 48.01
+---------+--------+--------+--------+--------+--------+--------+--------+--------+--------f
48.21
48.31
48.51
41.01
41.01
48.01
0.01
0.01
0.01
11
4242[
11
48001
881
+
1001
2001
2891
2651
1101
881 0l 0l 0l
21
3'
48301
97001
21
31
96401
139591
---- ....
..-+---
- - ----
------ •
---+
41
11849[
41
128531
5f
1086SI
51
45101
6'
.62801
61
36081
71
0l
71
0l
eI
aJ
81
al
9l
+--------f
0[
91
0l
1
+--------f
467661
+--------+
1
----------
493691
3 LINE:
----------
13021
+--------+
1
2
3
4
5
6
7
8
9
---_----+-___----+_-------+--------+--------+------
j 43.11
+--------*--'-----+--------+--------.+--------+--------4------------------------------------
49.21
49.61
49.61
41.0f
41,01 49.11
0.01
O.Qf
0.0j
1'
40841
11
49101
2j
49601
21
98401
f 831
+--------+--------+--------+'--------+--------+--------+--------
1001
2001
2921
2651
110l
831
0l
0l
0l
31
99201
31
144831
+--------+--------+--------1
41
119721
41
131441
5'
108651
51
45101
6f
5401[
61
34031
7'
0l
71
0l
8j
Of
81
0l
9[
0l
91
0l
+--------+
1
+--------+
472021
----------
1
4--------+
502901
I 15441
+--------+

SCS-CPA-M
Sol Conlseivatkol S9NIOe • (June 91)
HIGHLY ERODIBLE LAND AND WETLAND
) CONSERVATION DETERMINATION
1. Nome and Address Person
UP/loam AoUle11
gol4k 1I gaX 1 G
i4arrell s ! A/d ;.g**y
-.. Name of USDA Agency or Person Requesting Determination S1
Farm No. and Trad No..
SECTION I - HIGHLY ERODIBLE LAND
2- Dare of
3. County
Saxpsan
S. Is soil survey now available for making a highly erodible land determination? Yes No
FIELD NO.(s)
TOTAL ACRES
1'. Are there highly erodible soil map units on this farm? Yes ❑ No
81. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
131. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office Field ❑
SECTION Il - WETLAND
FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm? Yeses No ❑
i 2. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Fanned Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not I ,� e
abandoned. v
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23,1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions uriles,
the area reverts to wetland as a result of abandonment.
td. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
the time the minimal -effect determination was made.
Wtigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990. _
17'. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion ater
November 28, 1990, or the planting of an agricultural commodity or forage crop.
f 8. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
�. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23,1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
M. The planned alteration measures on wetlands in fields
with FSA.
t6. The planned alteration measures on wetlands in fields
instilled will cause the area to become a Converted Wetland (CW),
?. The wetland determination was completed in the office field
S. Remarks.4 on AA am neat, Ak
See item 22 for information on
] and was delivered❑ mai
Ir ou u_tm - oq wer- aras viewed
9. l certify that the above determination is correct and a equare for use in dererminingi 30. Signature Of S4E
eligibility for USDA program benefits, and that wetland hydrology, hydric soils, and
hydrophydc vegetation under normal circumstances exist on all areas outlined as w.1t4. GK rn .,.�.d — r A w..i ...w i �.7 lf1.., _ r. ...n...
are considered maintenance and are in compliance
are not considered to be maintenance and it
o the person an
re uPJfso l Ads crl7yee,
Conservationist 131. Date
:9sisftftw aWptogr ma of Nta Soil Canawvaom Swvko avaNaw wffik d rapard m nwo, fogglan, Dolor, agr, ayer ar haNftp.
SCS Copy

U J1/K'-JVijJ ..VJYJLijt r t-jjviY JGAYlI.G
3t�3 -D -'9AST ROWAN STREET
CLINTON, NORTH CAROLINA 28328
PHONE [phone]
U1V 1 rill J AT';2
DEPARTMENT ')F
AGRICULTURE
-- --------------------------------------------------------------------
ILLIAM A POWELL
,,JUTE 1, BOX 16
HARRELLS, NC 28344
DEAR MR. POWELL:
Please find attached Form SCS-CPA-026 for the tracts you reported to ASCS whe3
you completed a Highly Erodible Land and Wetland Conservation Certification
Wetland determination may be incomplete in wooded areas and unnumbered fields,
Before clearing, draining or altering these areas for any use, contact ASCS anc
complete a new Form AD-1026. Failure to do so could result in loss of
eligibility for USDA benefits for all the land you farm.. Each field has
symbol on it which represents its classification. The following symbols app13
to your farm:
Or Wetlands --clearing, draining or altering these areas to make possible
the planting of a commodity crop will result in wetland conversion
which would make you ineligible for most USDA programs.
W - Inclusions --these soils are predominantly non-hydric but may have
inclusions of hydric soils. If you plan to clear in these areas
please call the SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared right-
of-ways in order to flag wet areas.
PC - Prior Converted Wetlands --can be cropped and are not affected
by the wetland conservation provisions as long as the field is
not abandoned (not cropped for 5 successive years).
CW - Converted Wetlands --areas of hydric soils that do not have a
cropping history between 1981-1985 and/or were converted since
December 23, 1985. Growing annually planted crops on this land
will result in a loss of USDA program benefits. If this land was
cropped between 1981-1985, you must establish a crop history
with ASCS to remain eligible for USDA program benefits.
CWNA - Converted Wetland--Non-Agricultural Use -Wetlands converted after
Nov. 28, 1990 for non-agricultural purposes. These tracts will be
reviewed annually and will lose their exemption if the non-
agricultural activity fails or land becomes idle.
NW - Not Wetland --areas that do not contain wetland.
N - Not Wetland --or-- Highly Erodible
We have made every effort to make this determination as fair as possible, but
if you feel the determination is incorrect, you have the right to appeal. The
appeal must be in writing and must state the reasons why you believe your
fields have been incorrectly determined. The appeal must be made within 15
days of receipt of this determination.
Sincerely,
�nk I a to -
Howard L. Hobson
District Conservationist
achments
cc: ASCS

Jr,
A
US. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
Lie In
p,
V 41
4
j4)f
We
Z.
Q 264,11
01 IN Ills
CONSERVATION PLAN MAP
r
4-
SCS - CPA - 16
2 -81
Km
%
'%1WK94LY L_ - __ - MUM Ljaxe OLI
Approximate acres --i-Approximite scale
Cooperating with _,<�alzar) - (16 an I-W Conservation District
fN 'Olan identification Photo number
Assisted by �� I M 16 r USDA Soil Conservation Service
I

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9j C- 40,
,
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u10, qV.D

I
j
brato'I'l i
l! go>
County: Sampson
Distance to nearest residence (other than owner):
1 AVERAGE LIVE WEIGHT (ALW)
0 rows (farrow to finish)
0 sows (farrow to feeder)
3350 Tread (finishing only)
0 vows (farrow to wean)
0 head ( wean to feeder)
Describe other
Date: 05/01/96
2000.0 feet
x 1417
lbs.
= 0
As
x 522
lbs.
- 0
lbs
x, 135
lbs.
- 452250
lbs
x 433
lbs.
- 0
lbs
x 30
lbs.
= 0
lbs
0
Total Average Live Weight = 452250 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 452250 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 452250 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume - 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside
top
length (feet) ---------------------
765.0
Inside
top
width (feet) ----------------------
110.0
Top of
dike
elevation (feet) -----------------
50.0
Bottom
of lagoon
elevation (feet)------------
39.0
Freeboard (feet)
-----------------------------
1.0
Side slopes
( inside lagoon)--------------------
2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 761.0 106.0 10.0
AREA OF TOP
LENGTH * WIDTH =
761.0 106.0
AREA OF BOTTOM
LENGTH * WIDTH =
721.0 66.0
AREA OF MIDSECTION
LENGTH =* WIDTH :* 4
741.0 86.0
80666 ( AREA OF TOP)
47586 (AREA OF BOTTOM)
254904 ( AREA OF MIDSECTION =* 4 )
CU . FT = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
80666.0 254904.0 47586.0 1.7
Total Designed Volume Available = 638593 CU. FT.

t
,A
] EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
765.0 110.0 84150.0 square feet
Bt-iildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 84150.0 square feet
Design temporary storage period to be
130 days.
Volume of waste produced
:aces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 452250 lbs. ALW/135 lbs. ALW * 1.37 gal/day 130 days
Volume = 596635 gals. or 79764.0 cubic feet
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 *
130 days storage/7.48 gallons
per GF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
130 days excess rainfall -
7.0 inches
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 49087.5 cubic feet

SD Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 49087.5 cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A.
79764
cubic
feet
5B.
0
cubic
feet
5C.
49088
cubic
feet
5D.
49088
cubic
feet
TOTAL 177939 cubic feet 1
_ . SUMMARY
Temporary storage period=====_______________>
130
days
Rainfall in excess of evaporation===========>
7.0
inches
________________
25 year -- 24 hour rainfall=_____=====------=>
7.0
inches ✓
Freeboard==============--------------------=>
1.0
feet
`ride s).opes-===_____________________________>
2.0
. 1
3 Inside top length===________________________>
765.0
feet
Inside top width=__________________________>
110.0
feet
Top of dike elevation=======================>
50.0
feet
Bottom of lagoon elevation==================>
39.0
feet
Total required volume=======================>
630189
cu. ft.
Actual design volume________________________}
638593
cu. ft.
Seasonal high watertable elevation (SHWT)===>
43.0
feet
`atop pumping
46.0
feet -
Must be > or = to the SHWT elev.==========>
43.0
feet
Must be > or = to min. req. treatment el.=>
45.0
feet
Required minimum treatment volume===========>
452250
cu. ft.
Volume at stop pumping elevation============>
412057
cu. ft.
Start pumping elev.==_______________________>
48.3
feet -
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
589506
cu. ft
Volume at start pumping elevation===========>
582975
cu. ft
Required volume to be pumped===============_>
128852
cu. ft.
Actual volume planned to be pumped==========>
170918
cu. ft.
MIT. thic nes~ of soil liner when required==>
1.6
feet
....._.. - APPROVED BY: .r o4 NrhF�.. C�
Z
DATE: � .�� % DATE:
�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

1. �ator:Wyne #23 Ao,%Cay County: Sampson Date: 04/29/96
Lstance to nearest residence (other than owner): 2000.0 feet
AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow
to
finish)
x 1417
lbs.
- 0
lbs
0
sows
(farrow
to
feeder)
x 522
lbs.
- 0
lbs
0
head
(finishing
only)
x 135
lbs.
- 0
lbs
0
sows
(farrow
to
wean)
x 433
lbs.
= 0
lbs
3600
head
(wean to
feeder)
x 30
lbs.
= 108000
lbs
Describe other
:
0
Total Average Live Weight = 108000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 108000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb, ALW
Volume = 108000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 230.0
Inside top width (feet)---------------------- 140.0
Top of dike elevation (feet) ----------------- 52.0
Bottom of lagoon elevation (feet)------------ 39.5
Freeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 224.0 134.0 11.5
AREA OF TOP
LENGTH * WIDTH =
224.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH =
155.0 65.0
30016 (AREA OF TOP)
10075 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
189.5 99.5 75421 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
30016.0 75421.0 10075.0 1.9
Total Designed Volume Available = 221398 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon ( top of dike)
Length * Width =
230.0 140.0 32200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 32200.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 108000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197280 gals. or 26374.3 cubic feet
b.) 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
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 = 18783.3 cubic feet

�D . Volume of 25 year -- 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18783.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26374 cubic feet
5B. 0 cubic feet
5C. 18783 cubic feet
5D. 18783 cubic feet
TOTAL 63941 cubic feet
r�
_ SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall ==============--== > 7.0 inches
Freeboard===========================----======> 1.0 feet
Side slopes==_______________________________> 3.0 . 1
Inside top length====_______________________) 230.0 feet
Inside top width============================> 140.0 feet
Top of dike elevation=======================> 52.0 feet
Bottom of lagoon elevation==================> 39.5 feet
Total required volume=======================> 171941 cu. ft.
Actual design volume========================> 221398 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.0 feet
✓Stop pumping elev.-----------------------___) 46.6 feet
___ __ _ _ ___________
Must be > or = to the SHWT elev.---------=> 44.0 feet
Must be > or = to min. req. treatment el.=> 45.5 feet
Required minimum treatment volume===========> 108000 cu. ft.
Volume at stop pumping elevation============> 109098 cu. ft.
--"Start pumping elev.==-----------------------) 50.0 feet
____________ _ _ __
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 202615 cu. ft.
Volume at start pumping elevation===========> 192444 cu. ft.
Required volume to be pumped================> 45158 cu. ft.
Actual volume planned to be pumped==========> 83346 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
DESIGNED BY: ,� APPROVED BY:
DATE:
f/, Z?_ 9K DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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Animal Waste Storage Pond and Lagoon Closure Report Form
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: e1c"12..rr► a r ` �� _ _ _ Facility No: *2-
Owner(s)Name: 844kP""', r,r,ws LAG
Mailing Address:'E0.-a'ov—/ PA.,,"i/,S, A(C- 2' 9'q#'f Phone No: 9'ID'-�'3z—rF7L9
_-- County: s
Operation Description (remaining animals only y:
o Please check this box if there will be no animals on this farm after lagoon closure. If there will still be animals on the site after
lagoon closure, please provide the following information on the animals that will remain.
Operation Description:
Type of Swine
No. of Animals Type of Poultry No.. ofAnimds
o Wean to Feeder
Feeder to Finish
o Layer
on o Non,Layer
Farrow to Wean
313-(Type of Beef No of In:rnals
o Farrow to Feeder
o Brood
o Farrow to Finish
_ o Feeders
o Gilts
_ _ o Stockers
o Boars
Other Type ofLivestodk;: `''''
Type of Dairy No. of Animals
o Milking
•Dry
o Heifers
o Calves
Number ofAnimals: __ _
Will the farm maintain a number of animals greater than the G.S. § 143-215.1 OB threshold?
Will other lagoons be in operation at this farm after this one closes?
How many lagoons are left in use on this farm?: _ Al _
Yes VY Noo ��;s[yL
r-..��
Yes peNo o
(Name) t- �.� of the Water Quality Regional Operations Section staff in the
Division of Water Resources'- e.,1 l-Q Regional Office (see map on back) was
contacted on (date) for notification of the pending closur of this pond or lagoon. This notificatio-�}
was at least 24 our prior to the start of closure, which began 2s'� 2� o (date).�N*V-
C� a no-4 coL y n 2 QJ y o.0 plr«s -h efiuz v%l i hs tso�c��L=. �;s�.� s: �,r 1 •)
I verify that the above information is correct and complete. I have followed a closure plan, which meets all NRCS
specifications and criteria. I realize that I will be subject to enforcement action per Article 21 of the North Carolina
General Statutes if I fail to properly close out the lagoon.
Name of Land Owner (Please Print): - ,b kxv-tr T'xr-v, � LLC N 'qDA"
Signature: '---4 c u,,-.._ L. �M mv-t- 1R^,i , hy— Date: I l W
The facility has followed a closure plan which meets all requirements set forth in the NRCS Technical Guide Standard
360. The following items were completed by the owner and verified by me: all waste liquids and sludges have been
removed and land applied at agronomic rate, all input pipes have been removed, all slopes have been stabilized as
necessary, and vegetation established on all disturbed areas. ,^^
Name of Tech ical Specialist (Please Print): �� c $✓ % ' b a�
Affiliation: eA ✓ C." v.,.
Address (Agenc ): 0• 3D>> 3� w is VV Phone No.: I /P —3 &r-d VS�t
Signature:- Date:_Zf - O y rf
Return within 15 days following completion of animal water storage pond or lagoon c osure to:
N. C. Division of Water Resources
Animal Feeding Operations Branch JUL 17 Z019
1636 Mail Service Center
Raleigh, NC 27699-1636
1. ��Over)
�ar C,to � �,`�� s � � ���
( �o a��sk 5��,.. - (as cc, St�ce-
.2ov�l —�

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�li✓ASe�w. eN-�e+.y i�" .5��^�e— i�^,*o�— �i00 � S 1.
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�" � t -e .. r -• Goy-'�c.-'� : s �vwc,� �e'— �''�-�- A'�`�
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CSl>345 -of T4

cAs
13 u r c,T "
!z/417® e
Operator:) & K FARM
County:
SAMPSON
Date:
*********
Distance to nearest residence
(other
than
owner):
0.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to
feeder)
x
522
lbs. =
0
lbs
1200 head (finishing
only)
x
135
lbs. =
162000
lbs
0 sows (farrow to
wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other
0
Total Average Live Weight =
162000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 162000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
Y. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
565.0
Inside top width (feet)----------------------
65.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)------------
41.3
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
1.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
1.0 1.0 1.0 1.0 563.0
63.0 7.8
AREA OF TOP
LENGTH * WIDTH =
563.0 63.0
AREA OF BOTTOM
LENGTH * WIDTH =
547.5 47.5
35469 (AREA OF TOP)
26006 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
555.3 55.3 122710 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
35469.0 122710.3 26006.3
DEPTH/6
1.3

Total Designed Volume Available = 237906 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
565.0 65.0 36725.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
f TOTAL DA 36725.0 square feet
[ Design temporary storage period to be 150 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 162000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 246600 gals. or 32967.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 150 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
150 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 21422.9 cubic feet

k, 3 r, /
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA 5
Volume = 21422.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 32968 cubic feet e Q
5B. 0 cubic feet
5C. 21423 cubic feet 3
5D. 21423 cubic feet
TOTAL 75814 cubic feet
6. SUMMARY
0
Temporary storage period====================>
150 da s
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes========================= -------- >
1.0
: 1
Inside top length===========================>
565.0
feet
Inside top width============================>
65.0
feet
*-Top of dike elevation===============________>
50.0
feet
Bottom of lagoon elevation==================>
41.3
feet
Total required volume=======================>
237814
cu. ft.
Actual design volume========================>
237906
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
iStop pumping elev.__________________________>
46.8
feet
Must be > or = to the SHWT elev.==========>
0.0
feet
Must be > or = to min. req. treatment el.=>
47.3
feet
Required minimum treatment volume===========>
162000
cu. ft.
iVolume at stop pumping elevation============>
162890
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
216483
cu. ft.
Volume at start pumping elevation===========>
213384
cu. ft.
Required volume to be pumped================>
54391
cu. ft.
Actual volume planned to be pumped==========>
50494
cu. ft.

Min. thickness of soil liner when required==> 1.3 feet
6' t" xvcr'roiv .4 --s z9ar4 r-
7 . D AD BY4-,4bt,:>ca,.� APPROVED BY:
DATE: 1--'71 4c1 Zmc / DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:. F�JMD C3r,i.� M4.p F MvaOH y 'h'o war
aw.P,eD d8oN 4Vfy %lILCiRMfoK• %.LSF
1,Fkary WN,O 961ZO-W JVaes IV4e 4svemno
�F 4W44M4 1� Me:4 Sviep 0CW-0Ag .q

SZ.-32�v
r
Operator:Farm wFIT" County: Sampson Date: 05/08/96
Distance to nearest residence (other than owner): 2000.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 wows
( farrow to finish)
x
1417
lbs. -
0
As
0 sows
(farrow to feeder)
x
522
lbs. -
0
lbs
0 head
(finishing only)
x
135
lbs. -
0
lbs
VISO sows
(farrow to wean)
x
433
lbs. -
930950
lbs
0 head
(wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
- - Total
Average Live Weight =
930950
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
Volume = 930950 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 930950 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 1180.0
Inside top width (feet) ---------------------- 142.0
Top of dike elevation (feet)---------- 50.0
Bottom of lagoon elevation (feet) ------------ 37.5
Freeboard (feet) ----------------------------- 1.0
Side slopes ( inside lagoon)-------------------- 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 1175.0 137.0 11.5
AREA OF TOP
LENGTH * WIDTH =
1175.0 137.0
AREA OF BOTTOM
LENGTH * WIDTH =
1117.5 79.5
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1146.3 108.3
160975 ( AREA OF TOP)
88841 ( AREA OF BOTTOM)
496326 (AREA OF MIDSECTION-* 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
160975,0 496326.3 88841.3 1.9
Total Designed Volume Available = 1430106 CU. FT.

SD. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 97743.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
7
5A.
189454
cubic
feet
5B.
99164
cubic
feet
5C.
97743
cubic
feet
5D.
97743
cubic
feet
TOTAL 484105 cubic feet
Temporary storage period====================> 150 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inchesl---�-
freeboard===================================> 1.0 feet'--�
Side slopes_________________________________) 2.5 . 1
Inside top length===========================> 1180.0 feet
�Inside top width============================> 142.0 feet
op of dike elevation=======================> 50.0 feet
Bottom of lagoon elevation==================> 37.5 feet
Total required volume=======================> 141SO55 cu. ft.
Actual design volume========================> 1430106 cu. ft.
Seasonal high watertable elevation (SHWT)===> 43.5 feet
Stop pumping elev.__________________________) 45.7 feet
Must be > or = to the SHWT elev.==========> 43.5 feet
Must be > or = to min. req. treatment el.=) 43.5 feet
Required minimum treatment volume===========> 930950 cu. ft.
Volume at stop pumping elevation============> 934309 cu. ft.
✓Start pumping elev.===______________________) 48.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1332363 cu. ft.��
Volume at start pumping elevation===========> 1334700 cu. ft. rj
Required volume to be pumped================> 386361 cu. ft.
Actual volume planned to be pumped==========) 400392 cu. ft. *
,I 1 Minn. thickness of soil liner when required==> 1.8 feet
-3 Y" J APPROVED BY:
DATE: DATE • (� S( Ca
®`
') F1r� s�
NOTE:: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
---- -------------------------
This lagoon is designed for waste treatment (permanent storage) and
150 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 150 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s.). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pu.mp:ing can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not,
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 386361 cubic feet or
2889983 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
1.incur per hour. Refer to the waste utilization plan for further- details.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
RE01E; --DIiiCLE-QiOWR
JUL 17 2019
WaterQua!iiy,
Regional Operadons Seadon

i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
1180.0 142.0 167560.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 167560.0 square feet
Design temporary storage period to be 150 days.
5A Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 930950 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 1417113 gals. or 189453.6 cubic feet
58. 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 = 4945.0 gallons/day * 150 days storage/7.48 gallons
Volume = 99164.4 cubic feet per CF
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
150 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 97743.3 cubic feet

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° 3°.k ,, ;or(#
00 ° a.f 31.60 "" s
\ - v."o-O tP-
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5z.3
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-37S
rz.'
0
o`
LAI
of
'ICJ. —
�0rb
Flo,
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4�A

a
I t
45'?"'z --.30,-4p
'or "=* C ount.y: Sampson
s:t~nce t.c nearest. r-esidence (other than owner ):
AVE RAC- L I VLE WEIGHT ( AL14 J
0 ry1.4S 1, t:3)"row to f i nlsh i
0 .=:oL-iS ( farrow to feeder )
O h c.-i Mini--;h.inq only)
50 UW5 ( farrow to Wean )
0 head ( Wean to feeder )
C)�Ucrib� other
Date: 1.2/11/9S
1500.0 feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
- 0
lbs
x 13S
lbs.
- 0
lbs
x 433
lbs.
= 1S1550
lbs
x 30
lbs.
= O
lbs
_
0
Total Average Live Weight =
MINIMl.41 REQUIRED TREATMENT VOLUME OF LAGOON
1S1550 lbs
Volume = 1S1550 .lbs. ALW x Treatment Volume( CF )/lb. ALW
"treatment. Volume(CF )/lb . ALW = 1 CF/lb . ALW
Volume = 157.SSO cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
VoiUme = 0.0 cubic feet
`i f AJ- DESIGNED VOLUME
Inside top length (feet)--------------------- 190.0
Inside top width (feet) ----------------------- 190.0
iOp of dike alevat.ion (feet) ------------------ 46.0
Bottom of lagoon elevation (feet) ------------ 34.5
T-eeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon) .7 5 : 1
.J 1. �., sl V F'.� �. ns.tt -------.�---.�,._-._--- � .
ot'al design vollArne using prismoidal formula
SS/END1 SS/ERlD2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
2.5 2.5 2.S 2.5 18S.0 185.0
RSA OF TOP
LENGTH I- WIDTH =
185.0 185.0
AREA OF BOTTOM
LENGTH * WIDTH =
132.5 132.5
3422S ( AREA OF TOP)
17556 ( AREA OF BO6TTOM )
DEPTH
10.5
RECEivEuiiyCCZQjDWR
JUL 17 2019
Water Quality
Regional opmdons Section
AREA OF MIDSECTION
LENGTH -+- WIDTH * 4
158.-R 158.8 100806 ( AREA OF MIDSECTION * 4 )
CU. FT. - AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] = DEPTH/6
,4225.0 100806.3 17S56.3 1.8
Total Designed Volume Available = 267028 CU. FT.

3
EMPORARY STORAGE REQUIRED
DS,?Fr1NAGE. AREA:
Lagoon ( top of dike)
Length * Width =
190.0 190.0 36100.0 square feet
Buildings ('roof and .lot water)
0.0 square:. feet Describe this area.
TOTAL DA 36100.0 square feet
MOM temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
volume = 151550 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 276831 gals. or 37009.5 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 21058.3 cubic feet
V

'VOJAM �- of 25 year -- 24 hour storm
Volume = 7.0 inches ; 12 inches per foot * DA
Volume = 21OS8.3 ci.abic feet
JUJAL REQUIRED TEMPORARY STORAGE
5A•
37010
cubic
feet
58.
0
cubic
feet
5C-
21058
cubic
feet
SD.
21058
cubic
feet
TOTAL 79126 cubic feet
SUMI'1A,P,Y
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall==________________> 7.0 inches
1.0 feet
Side - 2.5 ' 1
Inside top length===________________________> 190.0 feet
Inside top 190.0 feet
Top of dike elevation=====_ _______________> 46.0 feet
E,ottom of lagoon elevation====______________> 34.5 feet.
Total required volume=====__________________> 230676 cu. ft.
Actual design volume=====___________________> 267028 cu. ft. �
Seasonal high watertable elevation (SHWT)===> 39.0 feet
stop pumpi.n:;, elev.====______________________> 41.3 feet
IlUSIL, be or = to the SHWT elev.====______> 39.0 feet
MUSt be > or = to min. r--q. treatment el.=> 40.5 feet.
Required mir�in-ium treatment volume=====______> 151SSO cu. ft.
VnIA-rne at stop pumping elevation=====_______> 152637 cu. ft.
-tar-t pumping el.ev_===______________________> 44.0 feet
Must. be at bottom of freeboard & 25 yr. rainfall
ACtual volume less 25 yr .- 24 hr. . rainfall==> 245970 cu. ft.
Vc ].�.irne at start Pumping elevation=====______> 233720 cu. ft..
Required volume to be pumped=====___________> 58068 Cu. ft. �
c-t.uaJ_ volume planned to be pumped=====_____) 81083 cu. ft. I<,,
Min. thickness of roil liner when required==> 1.7 feet
APPROVED BY: 4 SP
DATE:
1'-K)1E: SEE ATTACHED WASTE' UTILIZATION PLAN
COMMENTS:

94?.-I---3z4V
for
County:
Sampson
ow"Pop
:-A.ance
to ne al -es - rr silence
(other
than
owner )
I..IVE
WEIGHT
(AL.W )
G
soU.is
( farrow Lo
finish)
x
1417
lbs.
sows
( farrow to
feeder)
x
522
lbs.
0
head
(finishing
only)
x
135
lbs.
S0
sows
(farrow to
wean)
x
433
lbs.
0
head
( wean to f:�eder)
x
30
lbs.
oe,scribe
other :
Date: 12/11/95
1500.0 feet,
= 0
lbs
= 0
lbs
= 0
lbs
= 108250
lbs
- 0
lbs
0
Total Average Live Weight = 108250 lbs
tv!:FI',!TMi_JM REQUIRE(-) TREATMENT VOLUME OF LAGOON
'Jr._ 1urn.- = 108250 lbs. ALW x Treatment Volume(CF)/lb. ALW
T rf.-atriient:. 'Volume( CF )/lb . ALW = 1 CF/lb . ALIBI
Vo I erne - 108250 cubic feet
�:'101`,,,AGE VOLUME FOR SLUDGE ACCUMULATION
volume 0.0 Cubic feet
.) i s^-,L DESIGNED VOLUME
Inside top length (feet) --------------------- 317.0
Inside; top width (feet)---------------------- 102.0
Top of dike elevation (feet) ----------------- 48.0
Bottom of lagoon elevation (feet) ------------ 37.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 2.5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 312.0 97.0 10.0
AREA OF TOP
LENGTH I: WIDTH =
- 12 . 0 97.0 30264 ( AREA OF TOP)
AF,EA OF BOTTOM
L1;i.NC----TH =k WIDTrH =
262.0 47.0 12314 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH -s<: WIDTH * 4
287 .() 72.0 82656 ( AREA OF MIDSECTION *: 4 )
C:U . FT. = [AREA TOP +- (4*-AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
30264.0 82656.0 12314.0 1.7
Total Designed Volume Available = 208723 CU. FT.

I :_P'Ir'OPAR'r STORAGE REQUIRED
DRAINAGE ARF A -
Lagoon ( top of dike)
Length * Width =
317.0 102.0 32334.0 square feet
Buildings (roof and lot. water)
0.0 square feat Describe this area.
TOTAL DA 32.334.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 108250 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197737 gals. or 26435.4 cubic feet
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.
Jti.L�1fT�.e = 0.0 gallons/day =t 180 days storage/ 7 .48 gallons
`,Volume = 0.0 cubic feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 18861.5 cubic feet
r

Vol urrie of 25 year - 24 hour" storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18661..5 cubic feet
TOTAL REQUIIRED 1EMP0RARY STORAGE
5A.
26435
cubic
feet
>B .
O
cubic
feet.
5c .
18862
c..jbic
feet
5D.
18862
cubic
feet
TOTAL 641S8 cubic feet
SUMMARY
Temporary storage period===--________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 Year - 24 hour rainfall====______________>
7.0
inches
s=reeboard=====______________________________>
1.0
feet
Side slapes====_____________________________>
2.5
. 1
Inside top length=====______________________>
317.0
feet
Inside top width=====_______________________>
102.0
feet
Top of dike elevation==_____________________>
48.0
feet
Bottom of lagoon el:vat.ian====______________>
37.0
feet
Total required volurTie=====__________________>
172408
cu. ft.
.-
Actual design volume=====___________________>
208723
cu. ft.
seasonal high watertable elevation (SHWT)___>
39.0
feet
Stop pumping ---->
0.0
feet
Must be > or = to the SHWT elev.====______>
39.0
feet
M-.-ist. be. > c,r - t.o min. req. treatment el.->
43.0
feet
I-equir,ed minimum treatment volume=====______>
108250
cu. ft.
k.lolunie at stop r>urrrping elevation=====_______>
179826
cu. ft.
`,tart pumping alev.=________________________>
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr . - 24 hr. . rainfall==>
189862
Cu . ft.
Jc:.lum:- at. start Pumping elevation=====______>
179826
cu. ft.
Required volume to be pumped===_____________>
45297
cu. ft.
Actual volume planned to be pumped=====_____>
0
cu. ft.
Min. thick ass of soil liner when required==>
1.6
feet
APPROVED BY:
DATE : I-L��II4j DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
i COMMENTS:

.�p�
A e4 m. is I 41t-; jp�'E-
C
m
q77
(. I.4 oj '11
r
51,B 1PDX 6hpz-
LAae..\
.2. 5owSJ
Av� 'i5�4e,� E.I•V, 37,1
Air g 1�� 1 Nc 1 �, o
C k � tl TL d.,,j tea,
rA1w1 41-
it- at— 95

Animal Waste Storage Pond and Lagoon Closure Report Form
(Please type or print all information that does not require a signature)
General Information: la JJAAA .
Name of Farm: _ ele_.�,, P c l .7 �} _ Facility No: ?L
Owner(s) Name:.__ $!L �Yr �a r,•�s LLC,
Mailing Address: ]?D .Re 41j ti2 1_6 G Ls */+ Phone No: 9/O 4F72-9
County: L
Operation Description (remainin, animals onlv):
o Please check this box if there will be no animals on this farm after lagoon closure. If there will still be animals on the site after
lagoon closure, please provide the following information on the animals that will remain.
Operation Description:
Type of Swine
No. of Animals Type of Poultry No. of Animals
o Wean to Feeder
AFeeder to Finish
® o Layer _ .
1"D - l�j e.o[, G� �y o Non Layer 1'
Farrow to Wean
3111{ /Ty
pe of Beef .: ,' ' N�. ,b�Ariiinads
o Farrow to Feeder
_ _ o Brood
o Farrow to Finish
_ o Feeders
o Gilts
o Stockers
o Boars
Other Type ofLivestock':
Type of Dairy
o Milking
•Dry
o Heifers
o Calves
No. of Animals
Number of Animals: __
Will the farm maintain a number of animals greater than the G.S. § 143-215.10B threshold? Yes tY No o
Fo,,. w �v
Will other lagoons be in operation at this farm after this one closes? Yes p--% o wc&..
How many lagoons are left in use on this farm?: Al
(Name) of the Water Quality Regional Operations Section staff in the
Division of Water Resources' A7cw a �L-..: l 1. f Regional Office (see map on back) was
contacted on (date) for notification of the pending clos��urr� of this pond or lagoon. This notificatio
was at least 24 our prior to the start of closure, which began on /Vori,,,,f w 2S`i z ,pj-_ (date).
tc
I verify that the above information is correct and complete. I have followed a closure plan, which meets all NRCS
specifications and criteria. I realize that I will be subject to enforcement action per Article 21 of the North Carolina
General Statutes if I fail to properly close out the lagoon.
Name of Land Owner (Please Print): b
Signature: �c�ww,.�; Ce at-4- '
I-_L.0
Date: 1 1-
G Vlar4 fto4r
The facility has followed a closure plan which meets all requirements set forth in the NRCS Technical Guide Standard
360. The following items were completed by the owner and verified by me: all waste liquids and sludges have been
removed and land applied at agronomic rate, all input pipes have been removed, all slopes have been stabilized as
necessary, and vegetation established on all disturbed areas.
Name of Technical Specialist (Please Print):.. 9�c$✓ a��-
Affiliation: S-1-1..4ti
Address (Agency): R 0-
IL/V
Phone No.: 51 P -3 81-4 4IS'7y
Date: 1/ -
Return within 15 days following completion of animal water storage pond or lagoon c &sure to:
N. C. Division of Water Resources
Animal Feeding Operations Branch fIUL 17 Z019
1636 Mail Service Center
Raleigh, NC 27699-1636
fturairQ'li
Le-yor, 60 cJ was 4t- I ka a 4, A,,, v�lover)
'
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As Bulka`
l2�4� zo e
Operator:J & K FARM
County:
SAMPSON
Date:
*********
Distance to nearest residence (other
than
owner):
0.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to
feeder)
x
522
lbs. =
0
lbs
1200 head (finishing
only)
x
135
lbs. =
162000
lbs
0 sows (farrow to
wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other
0
Total Average Live Weight -=
162000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 162000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
565.0
Inside top width (feet)----------------------
65.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)------------
41.3
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
1.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
1.0 1.0 1.0 1.0 563.0
63.0 7.8
AREA OF TOP
LENGTH * WIDTH =
563.0 63.0
AREA OF BOTTOM
LENGTH * WIDTH =
547.5 47.5
35469 (AREA OF TOP)
26006 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
555.3 55.3 122710 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM)
35469.0 122710.3 26006.3
DEPTH/6
1.3

Total Designed Volume Available = 237906 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
565.0 65.0 36725.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 36725.0 square feet
Design temporary storage period to be
150 days.
5A.
Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 162000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 246600 gals. or 32967.9 cubic feet
5B.
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system.
Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
150 days storage/7.48 gallons
Volume = 0.0 cubic feet
per CF
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
150 days excess rainfall =
7.0 inches
(
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 21422.9 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA 5
Volume = 21422.9 cubic feet ,<- k
lee
TOTAL REQUIRED TEMPORARY STORAGE
5A. 32968 cubic feet
5B. 0 cubic feet
5C. 21423 cubic feet
5D. 21423 cubic feet
TOTAL 75814 cubic feet
6. SUMMARY
a
Temporary storage period____________________>
150 da s
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall=====_____________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
1.0
• 1
Inside top length___________________________>
565.0
feet
Inside top width____________________________>
65.0
feet
*-Top of dike elevation_______________________>
50.0
feet
Bottom of lagoon elevation__________________>
41.3
feet
Total required volume_______________________>
237814
cu. ft.
Actual design volume________________________>
237906
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
ktop pumping elev.__________________________>
46.8
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
47.3
feet
Required minimum treatment volume=====______>
162000
cu. ft.
iVolume at stop pumping elevation=====_______>
162890
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
216483
cu. ft.
Volume at start pumping elevation=====______>
213384
cu. ft.
Required volume to be pumped________________>
54391
cu. ft.
Actual volume planned to be pumped=====_____>
50494
cu. ft.

Min. thickness of soil liner when required==> 1.3 feet
� 6 rvacrrvAr 4 � 49va. 7-
7. DFf36�D BYE APPROVED BY:
DATE: j;�/ ¢,/ Zmo / DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: F/EGD C'.5,� A/4,b E MdRON - RoW,Y
7T—&CA1W, -Ar CO i, [rsr� , �1.4�� h aSo�v ,l�.�wy kliLCiA tsoK• %.Ge
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-V'c Wi07W e° 1� SCo.OBS 14E.2F M4ci45WAWj> ,A2o�¢ ,GOAT

Operator:Farm ', + f County: Sampson
Distance to nearest residence (other than owner):
1.. AVERAGE LIVE WEIGHT (ALW)
Date: 05/08/96
2000.0 feet
0 Erows
(farrow
to
finish)
x 1417
lbs. -
0
lbs
0 sows
(farrow
to
feeder)
x 522
lbs. -
0
lbs
head
(finishing
only)
x 135
lbs. =
0
lbs
sows
(farrow
to
wean)
x 433
lbs. -
930950
lbs
0 head
(wean to
feeder)
x 30
lbs. -
0
lbs
Describe other
0
Total
Average Live Weight =
930950
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 930950 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 930950 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 1180.0
Inside top width (feet) ---------------------- 142.0
Top of dike elevation (feet)------------------ 50.0
Bottom of lagoon elevation (feet) ------------ 37.5
Freeboard (feet) ----------------------------- 1.0
Side slopes ( inside lagoon) ------------------ 2.5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 1175.0 137.0 11.5
AREA OF TOP
LENGTH * WIDTH =
1175.0 137.0
AREA OF BOTTOM
LENGTH * WIDTH =
1117.5 79.5
160975 (AREA OF TOP)
88841 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1146.3 108.3 496326 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
160975.0 496326.3 88841.3 1.9
Total Designed Volume Available = 1430106 CU. FT.

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 97743.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
�t
5A. 189454 cubic feet
5B. 99164 cubic feet
5C . 97743 cubic feet
5D . 97743 cubic feet
TOTAL 484105 cubic feet
6. SUMMARY
Temporary storage period=====_______________> 150 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall=====_____________> 7.0 inches
1.0 feet
Side slopes===______________________________> 2.5 - 1
Inside top length====_______________________> 1180.0 feet
Inside top width=====_______________________> 142.0 feet
Fop of dike elevation=====__________________> 50.0 feet
Bottom of lagoon elevation=====_____________> 37.5 feet
Total required volume=====__________________> 1415055 cu. ft.
Actual design volume=====___________________> 1430106-cu. ft.
Seasonal high watertable elevation (SHWT)===> 43.5 feet
Stop pumping elev.====______________________) 45.7 feet
Must be > or = to the SHWT elev.====______> 43.5 feet
Must be > or = to min. req. treatment el.=> 43.5 feet
Required minimum treatment volume=====______> 930950 cu. ft.
Volume at stop pumping elevation=====_______> 934309 cu. ft.
Start pumping elev.====_____________________) 48.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1332363 cu. ft. )o4
Volume at start pumping elevation=====______> 1334700 cu. ft.
Required volume to be pumped=====___________> 386361 cu. ft.
Actual volume planned to be pumped=====_____> 400392 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7 . �--- Y " APPROVED BY: A- bbc4s Y
DATE: S/�f� DATE: rt, S( P`q
NOTE: SEE ATTACHED WASTE UTILIZATION �PLAN
COMMENTS: L.. _Grtb 1� ,9,7oRA�£L

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
150 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 150 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a •Factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
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 112 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 buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-outof the lagoon when fluid level
reaches the elevation 48.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.7 . This temporary
storage, less 25 yr-- 24 hr storm, contains 386361 cubic feet or
2889983 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
la,400n mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
h. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right--of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
rnent.al Management, has the responsibility for enforcing this law.
REC-;4"-Di 40 L2QiDWR
JUL 17 2019
%later Qua?ity;
Regional Operations Section

i
S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width
1180.0 142.0 167560.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 167560.0 square feet
Design temporary storage period to be 150 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 930950 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 1417113 gals. or 189453.6 cubic feet
58. 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 = 4945.0 gallons/day 150 days storage/7.48 gallons
Volume = 99164.4 cubic feet per CF
SC.:'. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount..
150 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 97743.3 cubic feet

- 33fi. o
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County: Sampson
stance i:.c: nearest. residence (other than owner );
AVE.', R A C. E LIVE W E I G H T ( ALW )
t:} sows ! farrow to finish)
0 sews ( tar row to feeder )
G, 1- cf (finis-;hins::r only )
3,50 06J:5 ( fari-ow to wean)
0 head ( wean to feeder )
ces cr i be other"
Date: 12/11/95
1500.0 feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
_ 0
lbs
x 13S
lbs.
- 0
lbs
x 433
lbs.
- 151550
lbs
x 30
lbs.
= 0
lbs
0
Total Average Live Weight =
MINIMUM REOUIRED TREATMENT VOLUME OF LAGOON
1515SO lbs
Volume _ 151550 lbs. ALW x Treatment Volume( CF )/lb . ALW
Treatment Volume(CF )/lb . ALW = 1 CF/lb . ALW
','o.lume = 151550 Cubic feet
STORAGE VOLUME FOR. SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
'? 1'PL. DESIGNED VOLUME
Inside top length (feet) --------------------- 190.0
1'.nside top width (feet) ----------------------- 190.0
Top of dike elevation (feet) ------------------ 46.0
1=.ottom of lagoon elevation (feet) ------------ 34.5
Freeboard (feet) ----------------------------- 1.0
Side slopes ( inside Lagoon)-------------------- 2.5 : 1
Total dwsign Volume using prismoidal formula
SSiEND1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
2.`=, 2.5 2.5 2.5 18S.0 18S.0
AREA OF TOP
LENGTH * WIDTH =
185.0 185.0
AREA OF BOTTOM
LENGTH * WIDTH =
132.5 132.5
3422S ( AREA OF TOP)
17556 ( AREA OF BC6TTOM )
DEPTH
10.5
RECEivEDiNCDEQipWR
JUL 17 2019
water Quality
Regional Qpmubns Sedon
AREA OF MIDSECTION
LENGTH WIDTH * 4
158.^ 158.8 100806 (AREA OF MIDSECTION * 4)
CU . FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] -V DEPTH/6
4225.0 100806.3 17556.3 1.8
Total Designed Volume Available = 267028 CU. FT.

0
, MPORAPY STORAGE REQUIRED
I:�RFt7: hIA��1E�. AREA
Lagoon ( top of dike)
Length * Width =
1.90.0 190.0 36100.0 square feet
E ul iL l chi ngs; (roof and lot. Water)
0.0 square. feet Describe this area.
TOTAL DA 36100.0 square feet
C:)es.i.gn temporary storage period to be 180 days.
V:_,Iume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 151SSO lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 276831 gals. or 37009.5 cubic feet
V:.,Aume 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.
VoIu.me = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
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 = 21058.3 cubic feet

'v'olumc, of 25 year - 24 hour storm
Vo l urne: = 7 _0 inches / 12 inches per foot * DA
ti�alume - 27 058 .:: cubic feet
TOTAL_ REQUIRED TEMPORARY STORAGE
5A.
37010
cubic
feet
58.
0
cubic
feet
5C.
21058
cubic
feet
5D.
21058
cubic
Feet
TOTAL 79126 cubic feet
S(J 111r` RY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation======_____> 7.0 inches
'ear -- 24 hour rainfall__________________> 7.0 inches
1.0 feet
Side slopes=====____________________________> 2.5 • 1
Inside top length___________________________> 190.0 feet
Inside top 190.0 feet
lop of dike elevation_______________________> 46.0 feet
8oi.tom of lagoon elevation====______________ 34.5 feet.
Total required volume_______________________> 230676 cu. ft.
Actual design volume==______________________> 267028 cu. ft.
Seasonal high watertable elevation (SHWT)===> 39.0 feet
�r•tOr, Pumpin<) --------> 41.3 feet
rlu: st be > or = to the SHWT elev . __________> 39.0 feet
Nip-Jst b6" ? or = to min. req. treatment el.=> 40.5 feet
Required minimum treatment volume=====______> 151550 cu . ft.
V .Lr.irne at stop pumping elevation=====_______\ 152637 cu. ft.
,,,tart pumping elev.====_____________________> 44.0 feet �<
Must be at bottom of freeboard & 25 yr. rainfall
ActUal volurne less 2S yr .- 24 hr. . rainfall==> 245970 cu. ft.
Volurne at. start Pumping elevation=====______> 233720 cu. ft..
Required volume to be Pumped=====___________> 58068 cu. ft.
r,':7t.ual volUme Planned to be Pumped=====_____> 81083 cu. ft. �
Min. thickness of soil liner when required==> 1.7 feet rF►J
L�
DES:CG,P-••!ED C-5Y = APPROVED BY:
C.)ATE ltills DATE:
NC:)`iE: 'SIEE AJI'ACHED WASTE UTILIZATION PLAN
COMMENTS:

94?---0-32--4r
i
foripw County Sampson
;t a nc e to nearest. residence ( other than owner)
=;Vf= E=•'.F>f iE: 1_. I VE WE::E GH T (ALW)
Date: 12/11/95
I SOO .0 feet.
C:.,
so�,.is
(farrow
to
finish)
x 1417
lbs.
- 0
lbs
o
sows
(farrow
to
feeder)
x 522
lbs.
- 0
lbs
0
head
(finishing
only)
x 135
lbs.
= 0
lbs
250
sows
(farrow
to
wean)
x 433
lbs.
= 108250
lbs
0
head
( wean to
feeder)
x 30
lbs.
- 0
lbs
Describe other
:
0
Total Average Live Weight = 108250 lbs
M,1NIMUM RE(�UIRED TREATMENT VOLUME OF LAGOON
Volt.a.me = 1082SO lbs. ALW x Treatment Volume(CF)/lb. ALW
T i-eatment. 'Volume( CF )/lb . ALW = 1 CF/lb . ALW
V("'.lurne -- 1.082SO cubic: feet
VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 Cubic feet
h--;L DESIGNED VOLUME
Insic-le top length (feet) --------------------- 317.0
Inside top width (feet)---------------------- 102.0
l.op of dike elevation (feet) ----------------- 48.0
Bottom of lagoon elevation (feet)------------ 37.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 312.0 97.0 10.0
AREA OF TOP
LENGTH * WIDTH =
u'12.0 97.0
AREA OE, BOTTOM
L NGTCH� * WID�HO=
30264 ( AREA OF TOP)
12314 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LEP•IGTH -+ WIDTH * 4
' 267J) 72.0 82656 (AREA OF MIDSECTION * 4)
CU . FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
�!0264.G 82656.0 12314.0 1.7
Total Designed Volume Available = 208723 CU. FT.

/ 'MP8RANY STORAGE REQUIRED
DRAINAGE ARRA:
Lagoon (top of djke)
Length * Width =
317'0 202.O 32334 O square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 32334.0 square feet
Design temporary storage period to be
180 days.
. Volume of waste produced
Feces & urine production in gal./day per
135 lb' ALW 1'37
volume = 108250 lbs' ALW/135 lbs' ALW * 1.37 gal/day 180 days
Volume = 197737 gals. or 26435'4 cubic feat
. 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 SA'
Vulume = 0'0 gallons/day
180 days otorage/7'48 gallons
per CF
volume = 0.0 cubic feet
' Volume of rainfall in excess of evaporation
Usa 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 = 18861'5 cubic feet
,

Volume of 25 year - 24 hour storm
volume = 7.0 inches / 12 inches per foot * DA
Volume = 18861 .5 cubic feat
T"O"iAL REQUIRED 1EMPORARY STORAGE
JA.
26435
cubic
feet
5B .
C?
cubic
feet.
sc.
18862
cubic
feet
SD.
18862
cubic
feet.
TOTAL 64158 cubic feet
SUMMARY
Temporary storage period____________________>
180
days
Rainfall In excess of evaporation=====______>
7.0
inches
2S year - 24 hour rainfall__________________>
7.0
inches
T=reeboard___________________________________>
1.0
feet
Side slopes_________________________________>
2.5
. 1
Inside top length=====______________________>
317.0
feet
:inside top width====________________________>
102.0
feet
Fup of dike elevation_______________________>
48.0
feet
Bottom of lagoon elevat.i.on__________________>
37.0
feet
Total required volume=====__________________)
172408
cu. ft.
t•,ctua.l design volume====____________________>
208723
cu. ft.
,Seasonal high watertable elevation ( SHWT )___>
39 .0
feet
Stop pumping elev.-===______________________>
0.0
feet
Must be > or = to the SHWT elev.====______>
39.0
feet
Must. be " cr = t.o min. req. treatment el.=>
43.0
feet
Rpquired minimum treatment volume=====______>
108250
cu. ft.
`.�olurile at stop pumping elevation=====_______>
179826
cu. ft.
`-tart pumping elev.==_______________________)
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr- .-- 24 hr. . rainfall==>
189862
Cu. ft.
'Jolume at start pumping elevation=====______>
179826
cu. ft.
Required volume to be pumped________________>
45297
cu. ft.
Actual volume planned to be pumped=====_____>
0
cu. ft.
Min. thick ess of soil liner- when required==>
5�
1.6
feet
APPROVED BY
DATE.: lz-14R5 DATE"
NOTE- SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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