820266_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0266
Certificate Of Coverage Number:
AWS820266
2.
Facility Name: Carl Riley Farm
3.
Landowner's Name (same as on the Waste Management Plan):
Carl H Riley
4.
Landowner's Mailing Address: 2926 Tomahawk Hwv
City: Harrells State:
NC
Zip: 28444
Telephone Number: 910-249-2145 Ext. E-mail:
5•
Facility's Physical Address: 2926 Tomahawk Hwv
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"
g C g )�
n r • �=—D-�•• r T��
,-.�- c fit" G
t ��
10.
Operator Name (OIC): Carl H. Riley
Phone No.: 910-249-2145
OIC #: 18431
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
2,580
Oneration 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 Poultiti
Gilts Other
Non Laying Pullet
Other
Layers

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

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signatu
Name:
Signature:
Name:
Signature:
Title:
Date: 3 -Z f, IT
i me:
Date:
Title:
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

ROY COOPER.
Gavernau°
MICHAEL S. REGAN
Secremry
LINDA CULPEPPER
Dir"for
\ 5
NORTH CAROLINA
Environmental Quality
February 27, 2019
Carl H Riley
Carl Riley Farm
2926 Tomahawk Hwy
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 htWs://deg.nc.gov/about/divisions/water-resources/water-quality-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 Coverage Facility Currently Covered by an
Erring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one Ili copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
aor}lication 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 - AWS820266
Murphy -Brown LLC
No€thCaro:-,%a 7epatmentofEnwron.%e.ta_-'Qus'ty I rx;vs'oaofWater Re_oerxs
~J 512 N. "Sa 'starry St. Rs ,s 5 , North Car6,7,ha

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.
dO 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.
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).
Q 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).
01, 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.
^'��. ,�•Y.._• 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
Fits _, Veterinarian.
2019 Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
ppR 0 9 Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
v,ia1WQUO t waste management system permit).
VWIonatGpepns 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.
Si ature of Farm Ow r/ Hager Date
" Z t
Signature of echnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Riley Finishing Farm to
Carl Raley
2926 Tomahawk Hwy
Harrells, NC 28444
[phone]
09-29-2010
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, C 2
(910)�8.� 56
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
Signature (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Co/ nervation Commission.
Plan Approved By:
Specialist
ate
----------------------------------------------------------------------------- -----------------------------------------------------------
897782 Database Version 3.1 Date Printed: 09-29-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,391,660 gals/year by a 2,580
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
5509
Incorporated
9460
Injected
10418
Irrigated
5988
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,988
6732
-744
2,689,196
-297,536
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.
897782 Database Version 3.1 Date Printed: 09-29-2010 Source Page 1 of 1

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 7itili7atinn Tahle C Year 1
r
Tract
Field I
Source
ID
Soil Series
Total
Acres 1
Use.
Acres
Crop
RYE
Applic.
Period
N iitrogan
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert,
Nutrient
Applied
Obs/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
8312
1
S7
Wagram
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
41.94
0.00
8312
1
S7
Wagram
2.10
2.10
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
225.64
0.00
8312
2
87
Wagram
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
49.93
0.00
8312
2
S7
Wagram
2.50
2.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
268.62
0.00
8312
3
S7
Wagram
2.50
2.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
49.93
0.00
8312
3
S7
Wagram
2.50
2.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
268.62
0.00
8312
4A
S7
Wagram
3.20
3.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
63.91
0.00
8312
4A
S7
Wagram
3.20
3.20
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
343.84
0.00
8312
4B
S7
Wagram
3.30
3,30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
65.91
0.0
8312
4B
S7
Wagram
3.30
3.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
354.58
0.00
8312
5A
S7
Wagram
3.60
3,60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
71.90
0.0
8312
5A
S7
agram
3.60
3.60
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
386.82
0.00
8312
5B
S7
Norfolk
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
71.90
0.00
8312
513
S7
Norfolk
3.60
3.60
Hybrid Bermudagrass Hay
6.5 Tons
311-9/30
296
1 0
0
brig.
1 296
118.24
0.00
425.64
0.00
Preview Database Version 3.1 Date Printed: 9/29/2010 WUT Page 1 of 2

Waste Utilik__ do Table ---,dear 1 I
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applio,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(ibs/A)
Res.
(lbs/A)
Applic,
Metbod
Manure
PA
Nutrient
Applied
Obs/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
Total Applied, 1000 gallons
2,689.20
Total Produced, 1000 gallons
2,391,66
Balance, 1000 gallons
-297 54
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 9/29/2010 WUT 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
Total
Useable
Leaching
Tract
Field
Acres
Acres
Index (Id)
Soil Series
Crop Sequence
RYE
8312
1
2.10
2.10
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8312
2
2.50
2.50
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8312
3
2.50
2.50
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8312
4A
3.20
3.20
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8312
4B
3.30
3.30
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid BerinWagrass Hay
5.5 Tons
8312
5A
3.60
3.60
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8312
5B
3.60
3.60
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS:
20.80
20.80
LI Potential Leachin Technical Guidance -
< 2 ow 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
.tine.
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).
897782 Database Version 3.1 Date Printed 9/29/2010
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availahle Wactp gtnrnae iann,,4%T
Source Name I Swine Feeder -Finish Lagoon Liquid
Start Date 9/1
Plan Year Month
Design Storage Capacity Mays)
180
Available Storage Capacity (Days)
1
1
73
1
2
58
1
3
68
1
4
73
1
5
111
1
6
150
1
7
180
1
8
180
1
9
180
i
10
155
1
11
138
1
12
120
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------I----------------------- I ------- I-------
897782 Database Version 3.1 Date Printed: 09-29-2010 Capacity Page 1 of 1

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 ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
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
32.34
64.69
97.03
Hay 6 ton RYE.
300
26.32
16.17
32.34
48.52
Soybean 40 bu
160
14.04
3032
60-64
90.97
--------------------------------------------------------------------------------------------------------------------------------------------------------------- --
897782 Database Version 3.1 Date Printed: 09-29-2010 Sludge 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, MRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
-------------------------------------------------------------------------------------------------------------------------------- --- -
897782 Database Version 3.1 Date Printed: 9/29/2010 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.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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897782 Database Version 3.1 Date Printed: 9/29/2010 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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897782 Database Version 3.1 Date Printed: 9/29/2010 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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897782 Database Version 3.1 Date Printed: 9/29/2010 Specification Page 4

Crop Notes
The following crop note applies to field(s): 5B
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Weil -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 l' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, 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): 1, 2, 3, 4A, 4B, 5A
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.
------------------------- ---------------------------------------------------------------------------------------------------------------------------
897782 Database Version 3.1 Date Printed: 09-29-2010 Crop Note Page 1 of 2

The following crop note applies to field(s): 5B
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 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): 1, 2, 3, 4A, 4B, 5A
Small Grain: CP, Mineral Soil, medium leachable
Iu 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 of 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.
----------------------------------------------------------------------------------------------------------------------
897782 Database Version 3.1 Date Printed: 09-29-2010 CropNote Page 2 of 2

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/+•' Sir�! •.a >w r 7 �� y,�,i. • _ _ r. w f . ea,, _}.;. 1
4 Y •••1;':'•yi 4 - . :,.. ...F.titJ .•w� f;• r. 't
1 ;NYrr7 }t� +•'�'� 7i�••'(•1� i a J a J 'i • ' •Y .
7+•,'t!f +� tl,,tij �• �..i ><.- • : '.. ~' �t
r few• .y, 2� 7.y1�.Nr J' !}...•di;+ �. IarR,. r� A b vv #',^ ; .'w �.-.'4 y}_ �«" "•� +P �i�,, y„� t..w...+r re: i ' L '� Y.x?i ":S� dKi :.
' t d . w r :x-•1i: •. �a'• �g t� ', 1 - '`1(i e`l',... yeti i .Y'c.f 1 i t •*' .. .ri,.",�.fl+ '�� 4j': e� Y C,' t
�.� ;••� •'.� i.' .* Y K� ,.� .- �.;,',. 4 J-. J', �:x'I ,- -; �. 1... •.��='� �`'A-�• ° � r f 4,. y� t' fr-'v'�'�(;;. �: ..- t /t K::..
.STc + . •'Af,!y �'!.Ae"� }c..t•� f"S S _ ; .�•� 1 r:n r n. Fr. � �' '.rt . � .
,• sr.'. .�$'. � -'r:' } 1t'��i�,f Y.. ��a���"y",'� y'�r �1, i� rat-e1�'/.
- ,J T\0: I:�''. •V •' ��."r _��. e .A:4:.s�a_"M:=a'„_,/. .. �.rNS`:'.,^. .�'+ �,T'r,� f �.,-'7d} y

r,�, F= � � �, '� .•fit � -,+- _ -
1p
-I f y q ti j V 1F •r I ` �.z
MIN
':�-• "i�-.- �'f} �� %=� fJr� - -ter,=l�.f i.,• ra,"• _ _��6: �' �'.
• �-�_ � - � �_ 4 [ � 3�� �l yr�•,�" �i4- w �� 1�iaZ��i! Ff.f / d lil � • � •�r`. . �c ALL'.
r
�R7[ `y ?_- rye' a ' n.
;Cyr _:. ';•��•.• � :S' R � • I + � �w•�� F-
l± r• S` �ry —ram - �:- •T�
F�

M
AM
IMM
Forms, Inc.
J & K Farms'. Inc.
Post Office Box 1
Harrells, North Carolina 28444
Phone: [phone] • Fax: [phone]
OPERATOR:
CARL RILEY
___..-------------------------
-7
19
DESIGN REQUIREMENT:
58461:9
cu.ft --
-2tt-FT2
cu.yds
58" 15
z- I `5't--
TOTAL DESIGN VOL. AVAIL:
C'�4
----------
cu.ft
-
-_-_------
cu.yds
ESTIMATE OF
EXCAVATION:
149544
----------
cu.ft
= 15763
-----------
cu.yds
ESTIMATE OF
PAD:
79299
----------
cu.ft =
2937
____w____-
cu.yds
ESTIMATE OF
DIKE:
256025
cu.ft =
9482
cu.yds
ESTIMATE OF
MATERIAL FOR
SANDY -CLAY
LINER
SEE Se+w.l -.J u .yds
GvasS EA+
ESTIMATE OF
TOPSOIL REQUIRED:
=
300
cu.yds
RATIO 1.27
--------
: 1
JOB
CLASS
IV
-----------
Designed By `t
Date
Dsign Approval ,,,,,,,,m// 4 _1 -9T
Date
i
1r__ i 'M
JL-
Farms, Inc.
NOTE: Final certification of the lagoon will depend upon all
specifications being met. Important specifications include length, width,
depth, slopes, topsoil placement, correc ions (top, bottom,
discharge pipes), seeding and mulching. 4'°'`.`:' ^yam

perator:CARL RILEY County:
SAMPSON
Date:
05/16/94
Distance to nearest residence (other
than
owner):
2--`-00.0
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
2580 head (finishing only)
x
135
lbs. -
348300
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 =
348300
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
348300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment
Volume(CF)/lb. ALW =
1 CF/lb. ALW
Volume =
348300 cubic feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION
&un e Y r e (teSf nO S �Ok'e
S 1 USty u1ig) bye t'em aL d aS
stD
n ee)dje�
Volume =
0.0 cuDic_feeL _
4. TOTAL DESIGNED
VOLUME
Inside top length (feet)--------------------- 295.0
Inside top width feet ---- 280.0
Top of dike elevation (feet) ------------------ 52.0
Bottom of lagoon elevation (feet)------------ 42.0
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 3.0 289.0 274.0 9.0
AREA OF TOP
LENGTH * WIDTH =
289.0 274.0
AREA OF BOTTOM
LENGTH * WIDTH =
235.0 220.0
79186 (AREA OF TOP)
51700 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
262.0 247.0 258856 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA -BOTTOM] * DEPTH/6
79186.0 258856.0 51700.0 1.5
Total Designed Volume Available = 584613 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
295.0 280.0 82600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal../day per 135 lb. ALW 1.37
Volume = 348300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 636228 gals. or 85057.2 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 = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 48183.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches 7 12 inches per foot * DA
Volume = 48183.3 cubic feet
TOTAL. REQUIRED TEMPORARY STORAGE
5A.
85057
i
cubic
feet
5B.
- 0
cubic
feet
5C.
48183
cubic
feet
5D.
48183
cubic
feet
TOTAL 181424 cubic feet
6. SUMMARY
Temporary storage period============== ======%
180
days
Rainfall. in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall=--===----=_-____ >
7.0
inches v---
Freeboard==_======---======___====______====>
1.0
feet V,
3.0
5
Inside top length===_---____________________>
295.0
feet
Inside top width______________ ==_______==>
280.0
feet
Top of dike elevation=--=--=========_=_____=>
52.0
feet
Bottom of lagoon elevation==================>
42.0
feet
Total required volume=--=---===------==____=>
529724
cu. ft.
Actual design
584613
cu. ft.
Seasonal high watertable elevation (SHWT)===>
45.6
feet
Stop pumping elev. _________________________>
47.9
feet
Must -be > or = to the SHWT elev.---===--=>
45.6
feet
Must be > or = to min. req, treatment el.=>
48.0
feet
Required minimum treatment volume===========>
348300
cu. ft.
Volume at stop Pumping elevation============>
355010
cu.., ft.
Start pumping elev.________________________>
50.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
536430
cu. ft.
Volume at start pumping elevation===========>
537707
cu. ft.
Required volume to be pumped================>
133241
cu. ft.
Actual volume planned to be pumped==========>
182697
cu. ft.-
Min. thickness of soil liner when required==>
1.5
feet
7 , DESIGNED BY: �,�„ APPROVED BY:
DATE : r, L14 - 9* DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: A �u� oI doiu.tir. ,� c J�ll ej �4e+E

9 PLAN OF EXCAVATED WASTE STORAGE PIT
RAM: Ch 1
county: 5
Address:
Data:
- �lm��.' See, %7e . Dss:�rJ -�c ceez��-� �: rh�r••.rs
Ells Tit
it DE 61.oiE3=To 1
1 / /
�o AVE. 70P ELEV. /
/4r,
---�--
Avg. ✓tllTlOv ELEr.
Use of facility:
Capacity:_Type:
.sail Typa: �
DOMh kirk Der
ipti
(9w ddl far V"L= alwAstlam)
• �"Loaf A4
Bottom
Normal Liquid Level
Storage for normal precip.
Maacisin Liquid Lwal
23 yr. Storm Storagr
Crest saw
Ma;c. Flom Depth
Top of Dam
!t3
Zlev. �
Zlev.
=lev.
(+) . 7 ft .
(sl.er►. pt .
91ev . zoo

e
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS` -FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
i
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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 BAHIAGRASS 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 BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-w----------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 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 180 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 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 50.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation_ 47.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 133241 cubic feet or
996639 gallons.

SHEET 2 QE 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.
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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
w-------------._-_---_--
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of.fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper, compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before p.lac-pment of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment'.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be -done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite-sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by.observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL. OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 05/23/94 Date
Job Number 010
** EXCAVATION **
Sot
Left
Right
Off-CL ;
CL
Dist
; Area
Volume
Width
SS
SS
( ft )
Sta
( ft )
(SgFt )
( Cu .Yds )
209.
3:1
3.3:1
70.0 ;
20+ .5
; 1327.5
80
;
4329.8
222
3:1
3.3:1
70.0 ;
1+00
; 1613.5
100
;
11151.9
255
3:1
3.3:1
70.0 ;
2+00
; 2070.5
62
;
15763.0
258
3:1
3.3:1
70.0 ;
261+.5
; 1978.3
** FILL **
Area
Volume
( SgFt )
( Cu .Yds )
0.0
0.0
0.0
0.0
0.0
0.0
0.0

US Department of Agriculture
Soil Conservation Service
CROSS -SECTION -DATA
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
y
Designer : h gay Checker
Date : 05/23/94 Date
Job Number 010
TEMPLATE DATA:
Beginning Elevation = 42
Beginning Station = 20+.S
20+.5 to 20+.5
20+.5 to 1+00
1+00 to 2+00
2+00 to 261+.5
SECTION NUMBER 1
Centerline Station 20+.5
ORIGINAL DATA:
0.0 / 47.0 100.0 / 47.6
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA.
c\3cl209/3.3
c\3cl222/3.3
c\3cl255/3.3
c\3cl258/3.3
0.00000 ft/ft
0.00000 f t/f t
0.00000 f t/ft
0.00000 f t/f t
200.0 / 48.2 300.0 / 47.7 350.0 / 47.:
0.0 / 48.3 100.0 / 48.8 200.0 / 48.7 300.0 / 48.4 350.0 / 48.,
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 49.7 100.0 / 49.7 200.0 / 49.4 300.0 / 49.2 400.0 ! 49.,
SECTION NUMBER 4
Centerline Station 261+.5
ORIGINAL DATA:
0.0 / 49.3 100.0 ! 49.5 200.0 / 49.0 300.0 / 48.7 400.0 / 48.:

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
Designer : h gay Checker
Date : 05/23/94 Date
Job Number 10a
: ** EXCAVATION **
Top
Left
Right
Off-CL
CL
Dist
Area
volume
Width
SS
SS
( f t )
Sta
(ft)
(SqFt)
(Ou.Yds)
12
3:1
3:1
28.0
0+00
0.0
92
0.0
12
3:1
3:1
20.0
0+92
0%0
100
i
0.0
12
3.1
3:1
20.0
1+92
0.0
0.0
12
3:1
3:1
20.0
2+92
115
0.0
12
3.3:1
3.3:1
20.0
4+07
0.0
103
0.0
12
3.3:1
3.3:1
20.0
5+10
0.0
134
0.0
12
3:1
3:1
60.0
6+44
i 0.0
100
0.0
12
3"1
3:1
60.0
7+44
0.0
100
t
0.0
12
3:1
3:1
60.0
8+44
0.0
97
0.0
12
3:1
3:1
28.0
9+41
0.0
�* FILL **
Area
volume
(SqFt)
(Cu.Yds)
152.2
489.2
135.0
917.0
96.0
1329.5
126.7
1782.4
86.0
2090.5
75.5
2408.5
52.6
2598.3
49A
2768.0
41.8
2937.2
52.4

US Department of Agricultur
Soil Conservation Servic
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
Designer : h gay
Date : 05/23/94
.fob Number 10b
Checker
Date
** EXCAVATION **
Top
Left
Right
Off-CL ;
CL
Dist ;
Area
Volume
Width
SS
SS
( ft )
Sta
( ft )
(SgFt )
( Cu .Yds )
270
5:1
3:1
70.0 ;
0+05
;
0.0
270
5:1
3:1
70.0 ;
1+00
95 i
;
0.0
0.0
140
0.0
270
5:1
3:1
70.0 ;
2+40
;
0.0
**
FILL 14:
Area
Volume
( SgFt )
( Cu . Yds ;
1314.6
4296.5
1127,..6
9482.4
872.7

P.I,,(: i I ) f 3
North Carolina Agricultural Extension Service
A gd
rite Mana
god, 8 Nan* Ca J%w StmZJrd�rr�My
IS4U = raft SUM=, AAA=SIS AM crUMAMa
OF LAND APTAZCAnON BATZ
J,mes C. bsxker*
w
A. i-S011d Lot
L. SCrapod ditmctly from lot into sp*raadsr
lmwbd sps®adsr , call"t abort 2 its of ammo brew
i t loaaei ow wing a tft u
Li. ftw storms
a. Collaat about 2 lbs of asnsrs tram a dar the Oxegass armt
/... w"IdIi bo6ainL ■ateria" and voin �Uft lie QolloaSOM .
A. Liquid 11� llsm
i. Under -Slotted floor pit
a. Utand a 1/20 mon:at�z,llic co -Must oprn on both rods into
mamun to pit fboor.
b. Seal upper and of conduit (e.g., by placing K.tSunb wmr rnd
of cou&dt) trapping mam=6 that has sntarad 10"T and, ' aam
and empty s1=ry into Plawtic hmkat or um t&Uic aamtaimr.
c . T.....L -. rAxasplea from 5 or may: loc-p-tioos or +at lwwt 1 quart.
d. MU «add about 3/4 plat to Wmetallic �.gmrle oomtaiU&T.
ii . lxtorior atosap basin at try
a. Asks san+n ■■■ems boo ►■re WOO aia sd Vith a liquLd um@�
cheppor•a6iM*r pwq or prgwllsr sotiaror.
b. TWO M&OMP ss tsm obew S pit Imes ia■e. Sm mome s Vm1►
aye bw w■ opme"r a d pleas " a Owme a ■■d".
`+` * t, r �tarlamrsa
/ararr■s. /sew dalali� leaao �LLwssitjr. Hai%►, �.

Attachment N
Page 1 of .i
(. A. FINN sasgrlo Lett* sw eapswdsb le GGRULuor that can be Sealed. tiwte
rssidsees from container with clean rater but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. H nd-delivtry is most reliable way of sample transfer.
D..If mailed, protect sample container with packing oaterisl such as
newspaper, box or pac4ge with wrapping paper, and tape.
i
I. C mercial sample containers and mailers are also available. Contacts:
I. AAL Eastern Agricultural LAb, Inc. iii. Polyfoax. Pack4rs Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richoaad, 9A 23237 Yhosling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co. iv, pAgCp
3315 Vinton 1"d 901 JeetasvLLI* Avtimo
RaI64A. SC 27604 70vt Atklnm a. V1 53529
Ph: (92.03764351 M (414)563-2"6
lr. Private sM.ytical labs are av-&ilabla, but ses4le saalynos are costly.
G. The NCDA provides this•sesvica for North CaroliaA tasidents.
J. Address: SOCth CeW024" DOPOrtMebt of Agricaltwe
Aonmanic Division
Plsatt/Baj'te/So1ut3.on Advisory Section
Blue Ridge Road Cantor
P.-O. Soz 27647 .
Rale+igb, NC 27611
Pb: [phone]
Attn : Dr . -Bap Campbell
ii.. Forward 34 along with the -sample.
£ii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey-breaders,
brooderhousa, grower, number flocks grown on litter; etc.)
c. V,+rst® type. (dairy -lot scraped secure, liquid elurry; mvj=-pit
slurry, lacoon liquid, sludp ; broiler -house litter, stockpile
Iv. Reutin.- axe ,.lyses -forforwd on all sample& : B, F. t. Ga, vs, as.
i. Pe. Bti, ifa. Ca, 8
v. AdditIO"I analyses performed upon rest; W. 115. ed. K. P1

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
Landowner C 4tr
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
County 5'anlpsar)
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam,failure.
. . Est..Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements : Above :Floodwater Above
: Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft.
woods
2
i
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach o qra,c�a p r:b U/; Id
o 5Z66 -fv SR 1OO
Hazard Classification of Dam (D b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, �V)
namey ti tl e
Concurred By
name
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date —iG
Date

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

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TYPICAL VIEW OF A ONE-STAGTk LAGOON SYSTEM
C6nfinment Building Top Width
Settled Top Elevation I't.d
Pipe Invert Elevation
{ SS
Pit 1: SS Z. b :: / SS 7.a
� TREATMENT
l� LAGOON
i Depth -'•�
" Pipe (Needs to be adequately
supported)
Bottom $levation.
NOTE-: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
r, i

1•
`1
' FILL
AVERAGE GROUND
VARIABLE: �
SANDY MATERIAL
NO CLAY
1.0, FEET THIC
CLAY LINER
SANDY CLAY -CLAY
TYPICAL CROS,.81-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL -CLAY LINER
1.9fEfT THICK CLAY LINER
- (MINIMUll)
EXCAVATE THIS AREA AND
BACKFILL WITH CLAY
EXCAVATE
FILL
AVERAGE GROUND
VARIABLE SANDY MATERIAL
_ NO CLAY
T
r
1.8 FEET THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY�X 1.8 FEET THICK X DISTANCE
r- CUBIC FEET = -CUBIC YARD
NOTE: 161EiN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, E27 CUBIC FEET/CUBIC YARDS
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCSAPPROVEDEMATERIAL (SC,
CH -)MINIMUM OF i.8

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rw. 5.70 SOIL CONSERVATION SERVICE
L 90s-'-.S
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
WATERSHED AREA MEASUREMENTS
RE
CROPLAND -ACRES PASTURE -ACRE. �s .� •
WOODLAND -ACRES TOTAL ACRES
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE Apprm wale 111--feet)
Locate reference point *m center line of dam and identify an ikek/L
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Make and list dam -site and spillwav borinos first - the"ponded area and borrow pit boringgs. separate with ugrdCal red line.
(Continued an back where necessarLd Shau; water table elevations on dam -site borings.
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ouu vurrservauon aerv+ce i / f (June 91)
HIGtiLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
4. Name of USDA
Sam nie/v'n /Ne"
�o • Az & 3 1
IAdYilS/ We 2 gWV'
5. Farm No. and Tract No.
SECTION I - HIGHLY EROD113LE LAND
FIELD NO.(TTOTA_!L
6. Is.soil survey now available for making a highly erodible land determination? Yes ❑_ No ❑
7. Are there hi hly erodible soil map units on this farm? Yes ❑ No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. 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;com feted in the: Office ❑ Field ❑
SECTION If - WETLAND
11. Are there hydric soils on this farm? Yes No ❑ FIELD NO.(s) TOTAL ACRES
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed 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 (%
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management, ll
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AM. Artificial wetlands cludes 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
at the time the minimal -effect determination was made.
16. Mitigation 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.
y iq/Q
3. County
4�-CS
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. 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.
20. 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.
23. 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.
25. The planned alteration measures on wetlands in fields with FSA. _ are considered. maintenance and are in compliance
26. The planned alteration measures on wetlands in fields
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.are not considered to be maintenance and if
27. The wetland determination was completed in the office LJ field and was delivered CD mailedO to the person on
28. Remarks.
l certify that the above determination is correct and adequate far use in determining 30, gnature of SCS District Conservationist 31. Date
ligihiliry for USDA program benefits, and that wetland hydrology, hydric soils, and /
hydrophyric vegetation under normal circumstances exist on all areas outlined as Si. ^ 4 A !O n
Wetlands Farm d Wetlands and Farmed Wetlands Pasture. OOOCCC///CCC a- � �7�
Assistarnx and programs of the Soil Conservaflon Service avallabN without rogard to race, reNg/on, color, sex, !!!
age, or handicap.
SCS Copy

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
Use one of systems below)
UNIFIED CLASSIFICATION .
USDA CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
GP - Poorly graded gravels
g- gravel .
GM -Siltygravels; gravel -sand -silt mix
s -send
vfs-very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl-sandy loam
SW -Well graded sands; sand-grtivel mix
fsl -fine sandy '
SP -Poorly graded sands
.loam
1- loam
SM - Silty sand
SC - Clayey sands; sand -clay mixtures
gl -gravelly loam
ML - Silts; silty, ve fine sands; sandy or clayey silt
Si - silt
sil -silt loam
CL -Clays of low to medium plasticity
cl -clay loam
CH -Inorganic clays of high plasticity
sicl - silty clay loam
MH -Elastic silts
OL - Organic silts and silty clays, low plasticity
scl -sandy clay loam
sic -silty clay
OH -Organic clays, medium to high plasticity
c -clay
1. Suitable material for embankment is available Yee a No (Indimte when lowleo on (hk sketch m
,.save side)
REMARKS:
Z- Explain hazards requiring special attention in design
(seems., spring -,act etr
GENERAL REMARKS:
AT Cif kf,=,1 .re° Gf -c..Cs
e

CONSERVATION PLAN MAP
. Aer 6aid N014,17 0 erator
.<ounty
--State
Approximate acres Approximate scale—/' 4160'
Cooperating with —Conservation District
Plan identificatioQ Photo number
Assisted by twK -USDA Soil Conservation Service
Wti-
WWY.
40
I
-kN
LL
%
kln
T
i2.
ARC
..................... V'7.,
. . . . . . . . . . . . . . . . . . . . . . .
PW�
ma
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-'A
'Z:- j'��r
'429
4#1
.i' 4
XVVI

en
jr
following irrigation equipment:
, c orgly that I (own, have a 10) td*
TYPE IRRIGATION AND SIZE ,&2tL --74!
AVAILABLE FROM _
— (ownrr of equipmdnt) ,
I further.=rtify that, through the arras meats I have made con Ming irrigation equi mere, l
will bs able to irripye as necxsaafy uxordin$ to my watt �t plan. p
Signature `
,�) bate
PRODUCER CE TIFICAI"I&Q A%hmr TO PLANT GRASS FOR
cetif y that I will plant the specified grasses
(producer)
as outlined in my waste management plan at the next available seeding date. If this seeding
date is in excess of 6 months from the date I stock animals, then I will provide a temporary
cover of small grain if needed for irrigation.
Signature Date
(p dwer) --- — - - —

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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ) Varga alive or wooded buffers;
Recommended best management
ectices;
Good judgment and common sense
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
Manure collection pits Urine
Parital micorbial decomposition
Ventilation exhaust fans Volatile gases;
Dust
Indoor surfaces Dust
ti tanks Agitation of recycled lagoon
liquid whiles tanks are filling
Flush alleys
Pit recharge points
Lift stations
Outside drain collection
or junction boxes
End of drainpipes at lagoon
Lagoon surfaces
Irrigation sprinkler nozzles
AMOC--November 11, 1996
Agitation during wastewater
conveyanance
Agitation of recycled lagoon
liquid while pits are filling
Agitation during sump tank filling
and drawdown
Agitation during wastewater
conveyance
1 Dry floors
Slotxed floors;
} Waterers located over slotted floors;
() Feeders at high and of solid floors;
Sreps manure buildup from floors;
(1
Underfloor ventilation for drying.
manure removal by flush,pit
re rge,or scrape
Underfloor ventilation
,0 F maintenance;
Efficient air movement
between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
�i•-Y Underfloor flush with underfloor
ventilation
f-xtend rechard lines to near bottom of
pits with anti -siphon vents
( ) Sump tank covers
( ) Box covers
Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
Volatile gas emissions
P er lagoon liquid capacity
Biological mixing
) C rect lagoon startup procedures
Agitation
,mum surface area -to -volume ratio
Minimum agitation when pumping
( ) Mechanical aeration
() Prov biological additives
High pressure agitation
Irr ate on dry days with little or no wind
Wind draft
imum recommended operation pressure
Pump intake near lagoon liquid surface
(? Pump from second -stage lagoon

Storage tank or basin Partial microbial decomposition
() Bottom or midlevel loading
surface Mixing while filling
() Tank covers
Agitation when emptying
( ) Basin surface mats of solids
{ 1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition
() Extend drainpipe outlets underneath liquid
Mixing while filling
I el
Agitation when emptying
Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
( ) Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
( ) Soil infection of slurry/sludges
or sludge on field surfaces
() Soil incorporation within 49' hours
() Spread In thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition'
roper disposition of carcasses
Dead animal disposal Carcass decomposition
() Complete covering of carcasses in burial pits
pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Seco)7�dary stack burners
Standing water around Improper drainage
Grade and landscape such that water drains
facilities Microbial Iecomposition of
away from facilities
organic matter
r Ire tracked onto public Poorly maintained access roads
arm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE
Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—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 NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manuel
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
Utr� � �ner Signature) -
,MOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
{ ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public, body of water.
( ) Rendering at a rendering plant licensed under G. S. 106-168.7
A
( ) Complete incineration
( In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
(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 of the State Veterinarian- must be attached)

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 shVId 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
A
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.

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:
A
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 � 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
h
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. A
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 flows 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 burr —ring 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. 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:
b. Contractors Address:
c. Contractors Phone: -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) I
a. Name:
b. Phone: S -L - �41 7-1
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

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.
a7 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
D In11the 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).
a 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).
F1 Mass Mortality Plan
Mass mortality plans are required for farms covered by ari NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options.; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature o Technical Specialist Date