820267_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
APR 052019
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Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required • by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0267
Certificate Of Coverage Number:
AWS820267
2.
Facility Name: Mott Farm
3.
Landowner's Name (same as on the Waste Management Plan):
Doris B Mott
4.
Landowner's Mailing Address: PO Box 72
City: Harrells State:
NC
Zip: 28444
Telephone Number: 910-532-4207 Ext. E-mail:
5.
Facility's Physical Address: 2940 Firetower Rd
City: Harrells State:
NC
Zip: 28444
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
g,
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphy -Brown LLC
10.
Operator Name (OIC): Ste_ hen R. Mott
Phone No.: 910-990-0579
OIC #: 996892
11.
Lessee's Name (if there is not a Lessee, write "None"): 1110AI&
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
2,400
Operation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep- Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers
N

ROY COOPER
Governor
MICHAEL S. REGAIN
secretary
LINDA CULPEPPER
ptrcaor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Doris B Mott
Mott Farm
PO Box 72
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 hhiMs://dgq.nc.9-ov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-D WR
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 Coverage Facility Currently Covered br an
Expiring State Non -Di charge General Permit." The application form must be completed signed and returned by' April 3, 2019.
Please note that you must include one (11 co v of the Certified Animal Waste Management Plan (CAWMPI with the
completed and signed application form. A lit of items included in he CAWMP can be found on vage 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 - AWS820267
Murphy -Brown LLC
North Cana as € spartrnent oaf=avronmenta ly I D vsor, of Wat*r Reaas rxs.
r!() 512 N. S. sbu y St. 1142.3.E Ma �Arkr;;errt_r I Ra as ; No€th 'areo r.a 274S95-14E3S

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by as principal executive oo'fficer of the corporation):
Name: �D 0 • t 1 5 (J • jM 10 1 Title: O ui /I
Signature:Z��� /�' I.f/ Date: _ 3—I6 6
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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1'
ZUU
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 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sigaed by the owner and a certified technical s necialist, 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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ORendering 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.
re of Farm Owner/Manager
of Technical Specialist
-3- / r, /g
Date
3 / ,�—,
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ate

3/23/2019
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Neie,) P4,
Nutrient Management Plan For Animal Waste Utilization
08-26-2016
This plan has been prepared for:
Mott 91
Doris Mott
PO Box 72
Harrells, NC 28444
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, Ni ' 28444
(910)38 - 56
&RL—
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.
r
-2 �11`
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 Conservation Service or the standard of practices
adopted by the Soil and Water nservation Commission.
ZPlan Approved By: f
Technical Specialist S tore ate
--------------------- ------ ------------------------- ----------------- ----
Preview Database Version 3.1 Date Printed: 08-26-2016 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
Mowing source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,224,800 gals/year by a 2,400
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5124
Incorporated
8800
Injected
9691
Irrigated
5570
Max. Avail.
PAN (1bs) *
ActaalPAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,570
6243
-673
2,493,509
-268,709
Note: In source ID - , -Smeansstandard -----source---- , --Umeansuser --- d-efi----ne---d------source.-r------------------------------------------------ -----
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
616065 Database Version 3.1 Date Printed: 08-26-2016 Source Page 1 of 1

Narrative
Please keep documentation of all crop yields.
--------------------------------------_------------------------
----------------------------------------
616065 Database Version 3.1 Date Printed: 08-26-2016 Narrative Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated_ The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name Swine Feeder -Finish
Start Date 9/1
Plan Year I Month
1
1
1
1
1
1
1
1
1
1
1
1
180
Available Storage Capacity (Days)
1 83
2 69
3 72
4 76
5 113
6 151
7 180
8 180
9 180
10 163
11 147
I2 isn
* Available Storage Capacity is calculated as of the end of each month.
-------- -------------- ------ ----- ------ = _
616065 Database Version 3.1 Date Printed: 08-26-2016 Capacity Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract
Field Acres Awes Index (LI)
Soil Series Crop Sequence
RYE
M1
F3ss 120 1.20 N/A
&wyvine Small Grain Overseed
I,0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
Ml
F4ss 1.75 1.75 N/A
Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
Ml
Pull 1 3-80 3.80 N/A
Blanton Small Grain Overseed
1.0 Tans
Hybrid Bermudagrass Hav
4.5 Tons
MI
Pull 2 3.05 3.05 N/A
Blanton Small Grain Overseed
i .0 'Tons
Hybrid Bermudagrass Hay
4.5 Tons
MI
Sub -A 3.50 3.50 N/A
Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
M1
Sub-B 4.00 4.00 N/A
Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
Ml
Sub-C 2.00 2.00 N/A
BIanton Small Grain Overseed
1.0 Tons
Hybrid Bermudagmss Hay
4.5 Tons
Ml
Sub-D 1.50 1.50 N/A
Blanton Ismail Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
PLAN TOTALS: 20.80 20.80
M
PotentialLeachin
TechnicatQuidgnce
1-ow potential to contribute to soluble
None
2
nutrient leaching below the root zone.
>= 2M
oderate potential to contribute to
Nutrient Management (590) should be planned
soluble nutrient leaching below the root
<=10
ne.
High potential to contribute to soluble
Nutrient Management (590) should be planned Other conservation practices that improve
nutrient leaching below the root zone.
the soi is 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).
616065 Database Version 3.1 Date Printed 826/20I6
PCs Page 1 of I
NOTE: Symbol *means user entered data.

The WasteUtilization 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 willbe applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
Ip
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Vurrogen
M
Nutrient
Req'd
(lbs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
N Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
MmureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
1000
gal/A
Tons
1000 gals
tons
MI
F3ss
S7
Autryville
1.20
1.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1 0
Irrig.
50
19.97
0.00
23.97
0.00
MI.
F3ss
S7
Autryville
1.20
1.20
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
.0.04
131.82
0.00
MI
F4ss
S7
Autryville
1.75
1.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
34.95
0.00
MI
F4ss
S7
Autryville
1.75
1.75
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
192.23
0.00
MI
Pull 1
S7
Blanton
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
75.89
0.00
MI
Pull 1
S7
Blanton
3.80
3.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9130
*225
0
0
Irrig,
225
89.87
0.00
341.52
0.0
MI
Pull 2
57
Blanton
3.05
3.05
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
60.92
0.0
MI
Pull 2
S7
Blanton
3.05
3.05
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*225
0
0
Irrig.
225
89.87
0.00
274.12
0.010
MI
Sub -A
S7
Autryville
3.50
3.50
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
69.90
0.00
MI
Sub -A
S7
Autryville
3.50
3.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
384.46
0.00
M1
Sub-B
S7
Autryville
4.00
4.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
19.89
0.00
M1
Sub-B
S7
Autryville
4.00
4,00
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9130
*275
0
0
Irrig.
275
109.85
0.00
439.39
0.00
MI
Sub-C
S7
Blanton
2.00
2.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
39.94
0.00
MI
Sub-C
S7
Blanton
2.00
2.00
Hybrid Bennudagrass Hay
4.5 Tons
3/1-9/30
*225
0
0
Irrig,
225
89.87
0.00
179.75
0.00
MI
Sub-D
S7
Blanton
1.50
1.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
29.96
0.00
M1
FSO-D
S7
Blanton
1.50
1.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
*225
0
0
Irrig.
225
$9.87
0,00
134.81
0.00
61,6065 Database Version 3.1 Date Printed: 8/26/2016 WUT Page 1 of 2

-Notes: 1. in the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
N gal/A Tons
1000 gals
tons
total Applied, 1000 gallons
2,493.51
)tal Produced, 1000 gallons
2,224.80
Balance, 1000 gallons
-2601
Total Applied, tons
0,00
Total Produced, tons
0.00
Balance, tons
0,00
616065 Database Version 3.1 Date Printed: 8/26/2016
WUT Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. an 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
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13-16
30.09
60.17
90.26
Hay 6 ton R.Y.E.
300
26-32
15.04
30.09
45.13
Soybean 40 bu
160
14-04
2821
56AI
84.62
-------- - ------------------------------------------------------------ ---------
616065 Database Version 3.1 Date Printed: 08-26-2016 Sludge Page 1 of 1

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/hoar)
Application Amount
(inches)
Ml
F3ss
Autryville
Autryville
0.60
1.0
Ml
F4ss
0.60
1.0
M1
Pulp
Blanton
0.75
1.0
MI
Pull2
Blanton
0.75
1.0
MI
Sub -A
AutryviIle
0.60
1.0
M 1
Sub-B
Autryville,
0.60
1.0
M1
Sub-C
Blanton
0.75
1.0
Ml
Sub-D
Blanton -
0.75
1.0
616065 Database Version 3.1 Date Printed W26/2016 IAF Page i of I
NOTE: Symbol * means user entered data.

Reanired 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.
Z. 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 disldng 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).
------------------------------------ ----------------------------------------------------------------- ----------------------
616065 Database Version 3.1 Date Printed_ 8/26/2016 Specification Pap-e 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.
g. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--------- -------------- ----
--------------------------------------- -
616065 Database Version 3. I Date Printed: 8/26/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the .facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
------------- ---- --- --- - - _ __
616065 Database Version - ----------------------------------------------- - -
ion 3.1 Date Printed: 8/26/201.6 Specification Pale 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---- ---- -- ------------ -
16065 Database Version 3.1 Date Printed: 8/26/2016-------------- - --- -----
Specification Pale 4

Crop Notes
The following crop note applies to field(s): Pull 1, Pull 2, Sub-C, Sub-D
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): F3ss, Foss, Sub -A, Sub-B
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should he planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a.
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bulac in 1.5' to 2' rows spaced P to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 1.80 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N razes by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--- --------------------------------- -------------- ----------
616065 Database Version 3.1 Date Printed: 08 26 2016 Crop Note Page 1 of 2

The following crop note applies to field(s): Pull 1, Pull 2, Sub-C, Sub-D
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the Optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -tiff. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): F3ss, Foss, Sub -A, Sub_ -B
Small Grain: CP, Mineral Soil, medium. leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushelslacre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
APR 0 5 2919
+eater `Y
Regluilaltl{i fal►caased"1I
--- I -------------------- ---- --------- _
616065 Database Version 3.1 Date Printed: 08-26-2016 Crop Note Page 2 of 2

CALCULATED WETTABLE ACREAGE (EXISTING SPRAYFIELDS) FOR
Mott Farm #1 REVISED APPLICATION PATTERN IN AREAS SHOWN ON PLAN
PULL TYPE PULL LENGTH EFFECT. WIDTH MIDDLE ACR START END TOTAL
1 E90+ 390.0 283.5 2,54 0.72 0.54 3.80
2 E90+ 276-0 283.5 1.79 0.72 0.54 3.05
TOTAL WETTED ACREAGE: 6.86
NOTES:
1. DIMENSIONS BASED ON ESTIMATED SCALED MAP FROM SAMPSON CO. GIS
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
3. ALL CALCULATIONS BASED ON 1.18" RING IN SR160 GUN AND CHART WETTED DIA 31V @ 60 psi.
4. EFFECTIVE SPRAY WIDTHS BASED ON EXISTING FIELD DESIGN STANDARDS.
15. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
6.OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK LANES TO ENSURE ACCURATE APPLICATION.
7. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
R. Gregory Swain, R.E.
305 Wendover Ln
Wilmington, NC 28411
[phone]

to
42
E
1�L '
Az t w rY A W GGr,t u'ND T��
EL N't
tv
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:
3.
f
NOTES:
1. IRRIGATION LAYOUT BASED ON ESTIMATED SCALED MAP FROM SAMPSON CO. CIS; TO BE VERIFIED PRIOR TO INSTALLATION
2. LAYOUT AND SPACING FOR TRAVELER PULL BASED ON 1.18" RING 0 80 psi GUN PRESSURE.
WETTED DIAMETER OF 31 S'.
3. OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mph.
4. TRAVEL LANE AND RISERS SHOULD BE ACCURATELY LOCATED TO PREVENT APPLICATION IN BUFFERS.
R. GREGORY SWAIN, P.E.
305 Wendover Ln. Wilmington, NC 28411
910-590-5179
Mott Farm #1
IRRIGATION DESIGN
DATE: 8/ 18/ 16 1 SCALE: 1 " = 200-

CALCULATED WETTABLE ACREAGE (EXISTING SPRAYFIELDS) FOR
Mott Farm #1 REVISED APPLICATION PATTERN IN AREAS SHOWN ON PLAN
PULL
i
2
TYPE
E9D+
E90+
PULL LENGTH
1 390.0
275.0
EFFECT. WIDTH
283.5
283.5
MIDDLE ACR
2.54
1.79
START
0.72
0.72
END
0.54
0.54
TOTAL
3.80
3.45
'TOTAL WETTED ACREAGE: 6.86
NOTES:
1. DIMENSIONS 13ASED ON ES TIMATED SCALED MAP FROM SAMPSON CO. GIs
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
3. ALL CALCULATIONS BASED ON 1.18" RING IN SR150 GUN AND CHART WETTED DIA 315' @ia 60 psi.
4. EFFECTIVE SPRAY WIDTHS BASED ON EXISTING FIELD DESIGN STANDARDS.
5.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICAT/ON, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
6.OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK LANES TO ENSURE ACCURATE APPLICATION.
7. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
R. Gregory Swain, P.E.
305 Wendover un
Wilmington, NC 28411
[phone]

LobSck �10��
a
va
f

1.
NOTES:
1. IRRIGATION LAYOUT BASED ON ESTIMATED SCALED MAP FROM SAMPSON CO. GIS; TO BE VERIFIED PRIOR TO INSTALLATION
2. LAYOUT AND SPACING FOR TRAVELER PULL BASED ON 11.1W RING 0 60 psi GUN PRESSURE.
WETTED DIAMETER OF 315'.
3., OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 8 mph.
4., TRAVEL LANE AND RISERS SHOULD BE ACCURATELY LOCATED TO PREVENT APPLICATION IN BUFFERS.
97
R. GREGORY SWAIN, P.E.
305 Wendover Ln. Wilmington, NC 28411
910-590-5179
Mott Farm # 1
IRRIGATION DESIGN
M DATE: 8/ 18/ 16 1 SCALE: 1 " = 200'

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
.Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( Vegetative or wooded buffers;
(.4,Aecommanded best management
�� practices;
(N'Good judgment and common sense
Animal body surfaces Dirty manure -covered animals ( ) Dry floors
Floor surfaces Wet manure -covered floors ( ) Slotted floors;
Manure collection pits Urine
( ) Waterors located over alottod floors;
C415eeders at high and of solid floors;
ref scrape manure buildup from floors;
( ) Underflor ventilation for drying.
(-YFrequent manure removal by flush,pit
raac/charge,or scrape
Parital micorbial decomposition "nderfloor ventilation
Ventilation exhaust fans Volatile gases;
Dust
Indoor surfaces
^•+sh tanks
Flush alleys
Pit recharge points
Uft stations
"-Fan maintenance;
fficient air movement
Dust N-W hdown between groups of animals
Feed additives;
,_ FFeodor covers;
�1 Fsad delivery downspout extenders to
feeder covers
Agitation of recycled lagoon (-}-flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti -siphon vents
Agitation during wastewater
conveyanance
Agitation of recycled lagoon
liquid while pits are filling
Agitation during sump tank filling
and drawdown
7utside drain collection Agitation during wastewater
or junction boxes conveyance
i nd of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
irrigation sprinkler nozzles High pressure agitation
Wind draft
_-November 11, 1996
underfloor flush with underfloor
ventilation
(-f Extend rechard lines to near bottom of
pits with anti -siphon vents
f) Sump tank covers
covers
Extend discharge point of pipes
underneath lagoon liquid level
H Proper lagoon liquid capacity
tlt:orrect lagoon startup procedures
f / Minimum surface area -to -volume ratio
L.)-Minimum agitation when pumping
(1 Mechanical aeration
I I Proven biological additives
F I (Irrigate on dry days with little or no wind
+Y1nimum recommended operation pressure
t 1 P mp intake near lagoon liquid surface
Pump from second -siege lagoon

Storage tank or basin Partial microbial decomposition
I ) Bottom or midlevel loading
surface Mixing while frilling
( ) Tank covers
Agitation when emptying
( ) Basin surface mate of solids
( ) Proven biological additives or oxidants
Settling basin surface Partial m'tcobial decomposition
() Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
O Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
() Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
(i Wash residual manure from spreader otter use
O Proven biological additive, or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
() Soil infection of slurrylsludges
or sludge on field surfaces
I) Soil incorporation within 48 hours
(? Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition
Proper disposition of carcasses
Dead animal disposal Carcass decomposition
O Complete covering of carcasses in burial pits
pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around Improper drainage
1�'i`rede and landscape such chef water drains
facilities Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads
{ arm access road maintenance
xis from form access
Additional Information:
Available From:
Swine Manure Managament; 0200 RuteBMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-County Extension Center
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 NCSU-BAE
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Ruse —Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
NCSU-BAE
Environmental Assuranc Program: NPPC Manual
NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Produces Assoc
Auisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Floc a Cooperative Extans on
I he issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
ndor control measures as practical.
1 certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowne Signature)
'•AOC--November 11. 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids f 7 Flush system is designed and operated
sufficiently to remove accumulated
so s from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids rf Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 8-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water'* edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage { esign, operate and maintain feed systems (e.g.
bunkers and troughs) to minimize the accumulation
of ecaying wastage.
( lean up spillage on a routine basis (e.g. 7-10 day
in during summer; 15-30 day Interval during winter).
Feed Storage
Animal Holding Areas
—ml- -November 11. 1996
Accumulations of feed residues ("Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
p oducts).
rf Inspect for and remove or break up accumulated
solids in filter strips around food storage as needed.
Accumulations of animal wastes H fliffinate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
Za disturbance by animals is minima(.
aintsin 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).

'--bry Manure Handling Accumulations of animal wastes WRI-move spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal-
( ) Provide for adequate drainage around manure stockpiles.
( ) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landownerllntegrator agrees to use sound judgment in applying
insect control measures as practical.
1 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
7695-7613. State University, Raleigh, NC
"MIC--November 11. 1996

EMERGENCY ACTION PLAN.
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) _
EMERGENCY MANAGEMNET SERVICES (EMS) is'Vl
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) -
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.
effort to ensure that this does not ha P You should make every
location for all employees at the facility. The follow) ng an are some d be Posted
tionditems You should
take. in an d
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 belwn_
A.
93
C.
Lq
E.
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 the lagoon immediately.
d. Call a pumpin contractor.
e. Make sure no urface water is entering lagoon.
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.
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.
Leakage from flush systems, houses, solid separators -action include:
a.
b.
C.
d.
Stop recycle pump.
Stop irrigation pump.
Make sure siphon occurs.
Stop all flows in the house, flush systems, or solid separators.
Leakage from base or sidewall of lagoon.
to flowing leaks -possible action:
Often this is seepage as opposed
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 bJy burro A4ng 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 bWQ 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. 1f 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: -Si V f—Ayt.s
b. Contractors Address: ( saRfr 5 r• z� y�Y
C. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: _ HA4 K GAI
b. Phone: _.2—e,- 5Y.- /,I 10
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

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 sells 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:
I. 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 Iiner 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 sidewali, 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 wastc
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

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 Iiquid. 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.

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 Iagoon 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,
season. especially during the warm
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.

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 R 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.

rator:NY MO
�~ KEN - County: SAMPSON
'7;4� Date:
��e��,
Distance to
12/19/91
nearest residence (other than owner)z 1000.0
~~~
feet
1. STEADY STATE LIVE WEIGHT
o sows (farrow to finish)
x 1417 |b « s«ws (farrow to feeder) s^ =
0 lbs
2400 head (finishing only) : 522 |bs^ =
0 lbs
O S«ws (farrow to wean) : 135 /bs^ =
324000 /bs
0 head (wean to feeder) : 433 ibs^ =
0 |bs
x 30 }bs' =
0 }bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
S. MINIMUM REQUIRED TREATMENT VOLUME OF
324000 /bs
' '
LAGOON
Volume = 324000 |bs. SSLW x Treatment V
Treatment Vo/ume(CF)/|b, S8LW= «|ume(CF)/{b.
SSLW
Volume = 324000 cubic feet 1 CF/|b^ SSLW
�. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; ,'Owner requests no sludge storage.
+^ TOTAL DESIGN VOLUME Sludge will be removed
as needed."
Inside top length 260.0 feet I
- ; inside top width
Top of dike at elevation
180.0 f
fee
Freeboard feet
^ t
1,3 feet ; Side s47-0
Total design lagoon liquid /eve/nPes 3^0 : 1 (Inside lagoon)
Bottom of lagoon elevation / at e>evat�«n 45.7 feet
35^0 feet
Seasonal high water table elevation 37.0
e
feet
Total design volume using prismoida/ formula
SG/END1 SS/END2 S8/SIDE1 SS/SIDE2 LENGTH
WIDTH
°.v ?^0 3^0 3,0 352
DEPTH
^ 2 172.2
10.7
AREA OF TOP
LENGTH * WIDTH
352.2 172.2
. 60648.8 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
288.0 108.13
. 31104.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
`
LENGTH * WIDTH * 4
320.1 140.1
. 179384.0 (AREA OF MIDSECTION
�~ CU. FT. = [AREA_TOP + (4*AREAMIDBECTION)
* 4)
+ AREA BOTTOM]
9
179384.0
* DEPTH/6
. 31104'0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID
1^8
LEVEL =
482527 CU. FT.

TEMPORARY STORAGE AGE REQUIRED
l RED
DRAINAGE AREA
Lagoon i te't ft of dike)
Length * Width =
260.0 180.0 64800.o square feet
Bui id"Ss (rsraf and 10t water-)
Length-* Width =
0.0 0.0 f
Ci.ti) square feet
TOTAL DA 64800.0 square feet
Design temporary storage period to be 1=,0 days.
SA. Volume of waste Produced
Approximate daily production of manure in C:F/LB SSLW 0-00136
Volume = 3.=4000 Lbs. SSLW * CF Of Waste/Lb./Day * Volume = 79123 cubic feet 180
gays
0_0 Volume Of wash water
This is the amount of fr-eshi water used for washing floors or volume
of fresh, water used for a flush system. Flush systems that rec irc.ul atE
thie WOOn water- are accounted for in 5A.
Volume = 0-0 S a 1 P it n 5 / d ay 180 days storage/7.48
Volume = 0.0 cubic feet
gallons
per C:F
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
180 days excess rainfall -
- 7-0 inches
amount.
Volume = 7.0 in * UA / 12 ;riches per foot
Volume = 37800.0 cubic feet

LtV
Volume 00 25 Y"a" - 24
hour storm
Volume = 7,0 inches
I 12
inches Per foot * DA
Volume = :=i?'SOO.o cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
123
cubic
feet
5B.
0
cubic
feet
5C.
5D.
3•� 80o
cubic
feet
37800
Cubic
feet
TOTAL
154723
cubic
feet
c•. SUMMARY
Total required volume
478721
cubic feet
Total design volume avail.
Yi�»S t527 cubic feet
Min- req. treatment volume Plus sludge accumulation
At elev.
324000 cubic f
40.t1 feet 9
i-�,
Volume �. me i 5 •_.1008 cubic feet (end
Total* design volume less
25yr_24hr storm
pumping)
At elev.
is 445727
cubic feet
•5,0 feet s
Volume is 441840
Seasi I'F i
a .� cubic feet (start pumping)
�Ei waterto<< E e
elevation 27.0 feet
. DESIGNED L.`;
AFFROVED %Y :
DATE: /_
%" 9Z
DATE. -
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
�l�El s e
�'LGrpi4�� �J F'"dSlu i i.�

i..)SDA-SCiI;_
EA, I ROWAN r � :� � i Li! a 1 i � Lt :a i i�i I L-_I
•'.• N4 /=i. Y u
PHONE i :v) 5°.-2.- - : `- iiE:.F'AFi'-t+il_i'iT OF
----•---------------------------------------------------%:-- i ------
'. a
r. _
r 3Ec:se review t t'
attached
ate. cche -h:
til[
;E_s ii:eta i iC art 1
u:F'rYour ss= i
and
Y 4:
rec_r:=�`-
I 5 Str7nreCOiff:e"ded that','oIyour CisS l }
tl-4Li' af•iU ti'aa 0�' i l L.onserva t l e_=n
�ervi ce personnel aF-
e i agreement as t„
I s �_ fl'-'w lit l�'aste l ID0 it
40 l' �'C constructed. r. .
a9
�'�•� personnel sonne i W i 1 ? (fleet � i tY3
concerned parties e� 'a! •
1- a fi v wall---. over t h e site � I a- 1 is a! I -�' lag
ailL markings. C t_
1s iffij': ,}` rlrit t.iidt everyone understands what is
E ,••: I•'CC'�ev Est •i-i--�_ t
7fts rCiCt E on isiee 's p a
Spec { IF i L a (�,• I l.i ri s a --rid '� s•• F' +.� Can rr U e F' � a fi $� ii I -I S.i
usiL Che Job Ce: t i f i ed For • r• C`r-,
C Ost-sl-rare is involve -` � � ct�`fiieri � � i s � �
� •�` a =_! . .
,iE F7ad U i fi ens i Ons aril grades are the
bui Idar i_, best ESl;lffiatG. iitE
design r� s F. CL+f r-aCt7ir- i s r esP On i b 1 e �'`or f i na I ,
I a out
Sri L = i,is+�^-. SC: r- ' st in y anti
+e� sE+nrie r a i i l ass a I i ff! i ted
Capacity, a= its rna,i=_.F- Concern is t tt
construction of - �+ t r Er design and_� ,e waste a.:r ei;.tfiieilt ; a;;t=:=ii.
I lie actual anion-nt of material required f,_tr- pads ,
vary fr[,ffi,i'ie Estifitate. a-a�•o a.ri,J da.fi3 May
Cuts and fi I is - oss iie8,•Ln will l a-GeMY:t to ba.iclnce
_ a= close l= � C a. � C1 aJ 5 5 i I=: I E• . n j v.
r -ea a-`, ter Ci, t ,- r I- additional i ona l fnater i a l is
li+� i rE=4:1 t ns.4ruC ,, i on i s ' t
C�.=ffl t } g',E ist1 GI�i E-' I .9 t",,_,n, tite
c�+ritr-act�tr- arr+ owner
4. s t E i rl e o t fate on the Price and l r, of the borrow i- _ Cat i oi'i
area.
It Shot l d be rioted that CeF t i f i C a t i +_tf5 �,
J L:[=i+n - - _ f 'tP'12 i a;�i=C,fi W i 1 I depen'
al i speci: ications being ing met. -.t
! eri tii. • , t Ifll�ti,}-4arit c Eflls 1 riC l udi
t+i i Cs Cs111 de .tF:1 s 1 oyes t ,s_�
elevations {to, a CL Y ``' iI �'IaCE*ffyenGY correct
(top, _Ii Y Ui -+C11 ge p pes? Y and seed inS.
t, r^.
ire c i 'iri t'4etyu i F'effie;it : e7G- = _
..t. t i.. i ti. C u . f t - 77iry 'i -
s.
Estimate of Exca+:'ation= __!44 »•-. _
--- --------
estimate Of r-ad Excavation.-
1•;•11 cu.yds.
Estimate of Pad:
-___r-100 cu.ft = :_r_.70 cu.yds.
Estimate of iJlke5
Evtiffsate of iOPsoi i Required;
Rra.t i o ---------
Job Class III
Designed L,y -_ /I Q - ---- -
Date
Design Approval -- _

1
U. S. Department of Agriculture
Soil Conservation Service
tit;=tnc,.s%
Sei)tember 1980
Fi'e- Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner �� �, �.� `?
`
Community or Group No:
Conservation Plan No.
Estimated -Depth of Water to Top of
Dam tz _Ft; Length of Flood Pool Ft.
Date of Field Hazard Investigation
1'a - 'Z 6 _ ti t
Evaluation by reach of flood plain
from sudden dam failure.
downstream to the point of estimated minor effect
•
'
Reach: Length: Width: Slope: Land
tst. E ev. _!-st. Elevation
Kind of :Improvements: of Breach
Use
Improvements Above_ loodwater Abo
Ft. Ft,
flood Plain: Flood Plain
• Ft. _ Ft.
2
3
Describe potential for loss of life
imProvements from a sudden breach
and damage to'existing or probable future downstrearr
FATTTTRR nE
GTRUMIRF WTTT NOT FNnANMR
_ LIFE OR DAMAGE PUBLIC TRANSPORTATION*N�pOKTATION.
t-,dcjOe� i caJ£i
v
r.
Hazard Classification of Dam (�p b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
BY ��
name . f �sWe
ti
Concurred r
name �'
'title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date i-7-1

1
1 • • \
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i i
• V •`
WORK uNrr
WMIMSjtWAREA MEASMMbjZM
• i
ACRES
a•i
TOTAL—_
SKETCH ACRES
-.•
OF
. •.• i ,• • i # —PONS
•
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