740011_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources Ar Q 4:
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: 74-0011
2. Facility Name: Carson and Manning- Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 2169 Woodmoor Dr
City: Greenville State:
Telephone Number: 252-355-4955 Ext. E-mail:
5. Facility's Physical Address: 500 N Pitt Rd
City: I Bethel State:
6. County where Facility is located: Pitt
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"):
10. Operator Name (OIC): Ernest Brenan Keene
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Tvnes:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certificate Of Coverage Number: AWS740011
E Brenan Keene
NC Zip: 27858-8831
NC Zip: 27812
Mute -Brown LLC
Phone No.: 252-717-5200 OIC #: 24812
Allowable Count
10,560
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

Ploy COOPER
Gogemer
MICHAEL S. REGAN
Serrrtary
LINDA CULPEPPER
wilorlar
NORTH CAROLltS A
Environmental Qaal ty
February 27, 2019
E Brenan Keene
Carson and Manning Farm
2169 Woodmoor Dr
Greenville, NC 27858-8831
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Penmittee:
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 https://deLt.nc,Lov/about/divisions/water-resources/water-Lluality-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 ■ our continued coverage under the State Non -Discharge General Permits. rou must submit an anolication for
permit coverage to the Division. Enclosed )ou will find a "Re.Auest for Certificate of Coverage Facility Current], Covered by an
Expiring State Non -Discharge General Permit." The application form must_ be completed- signed and returned b%_ April 3._ 2219,
Please note that . ou must include one t 11 cony' of the Certified Animal Waste Management Plan ICANYMPl with the
omnleted and signed application form. A list of items included in the CAWMP can be found on Page 2 of the renewal
application form
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Pitt County Soil and Water Conservation District
AFOG Section Central Files - AWS74001 I
Murnh% -Brown LLC
1 ft— —0 N-, Nash,C.sro'raDepartrre^t&E^rrzrrre-ts ¢..a ta' I iDVsarafWateTFies Lrces
512 N. Sa •sbL ry St. 1 165S %'a' Sw% oe Darter I Rs a gf , North Casa a 27698.1938

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
5/17/1994
344,124.00
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), si^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: PAW-J'd
i
Signature: _ 1 ' !J'LL6i- �� Date:
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

C
Nutrient Management Plan For Animal Waste Utilization
09-26-2001
This plan has been prepared for:
Carson and Manning
Brenan Keene
2169 Woodrnoor Dr.
Greenville, NC 27858
252 355-4955
This plan has been developed by:
Carl Dunn
DSWC WaRO
943 Washington Sq Mall
Washington, NC 27889
252-946-6481
9i'�.
Developer signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
signature (owner)
Date
signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water ConssiVatiFdia!gommission.
. •;�:' � � S'Y�'• � fir. •�'L a .'� �,rw� `°yip.
Plan Approved By: � G� © �' A c ff 2 6- v j
Technicaj sp�cialM'Signarilre 4, _ Date
ly
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
673575 Database Version 1.08 Date Printed: 09-26-2001 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.
Notes:
In source ID, S means standard source, U means user defined source.
- _
67357� Database Version 1.08 Date Printed: 09-26-2001 Source Pate 1

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste'nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
3643
3643
3643
3643
3643
3643
3643
Field
1
2
3 Ber
3 Fes
4
5
6
Soil Series
Portsmouth
Lynchburg0..
Rains
Leaf
Bladen
Exum
Portsmouth
Application Rate
(inches hour)
0.50
0.40
0.35
0•35
0.35
0.45
Application Amount
(inches)
0.96
0.96
1.00
1.00
1.00
1.00
673575 Database Version 1.08 Date Printed: 09-26-2001 IAFPaae 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 of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams. and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be
a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum
Maximum Sludge
Crop
PA-N Rate
lb/ac
Application Rate
1000 -al/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Corn 120 bu
Hay 6 ton R.Y.E.
Soybean 40 bu
150
300
160
Swine Feeder -Finish Lagoon Sludge
13. 66 132.381
26.321 66.19
14.04 124,11
- Standard
264.77
132.38
248.22
Minimum Acres
15 Years Accumulation
--- - ---- __
673575 Database Version 1.08 - -
Date Printed: 09-26-_DO1 Sludge Page 1
397.15
198.58
372.33

Narrative
All fields with the letter A following g the field number indicates the acreage Within that field that has been
designated to receive a
Please be aware that grass waterways cross man
close to the grass waterways. While it is e Y of the application felds, Some h
permissible to allow waste to disc Permissible to apply Ydrants are placed
barge to waters of the state. waste within amass waterways, it is not
Warning: The grass waterway should be completely dl before
next to the grass waterway. ay aware of upcoming
when using hydrants located next to a P mina y oin conditions
pply g waste with a hydrant Iocated
b weather conditions when applying waste, particularly
grass waterway,
Preview Database Version 1,0:
Date Printed: 10-01-2001
Narrative Page 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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more o
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the
facility, the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded daring the
planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Source
I Total
Use.
Tract
Field
J.D. Soil Series
Acre
Acres
Crop
3643
1
S7 Portsmouth
25.1
25.1
Small Grain Overseed
3643
1
S7 Portsmouth
25.1
25.1
Bermuda,rass Pasture
3643
1 A
S7 Portsmouth
5.9
5.9
Small Grain Overseed
3643
1 A
S7 Portsmouth
5.9
5.9
Bermuda rass Pasture
3643
2
57 L nchburg
11.1
11.1
Small Grain Overseed
3643
2
S7 L nchbur
1 I.I
11.1
Bermuda.grass Pasture
3643
2 A
S7 Lynchbu
0.8
0.8
Small Grain Overseed
3643
2 A
57 L nchbur
0.8
0.8
Rermudograss Pasture
3643
3 Her
S7 Rains
21.4
21.4
Smalt Gain Overseed
Preview Database Version 1.08
Year 1
Res.
Manure
Liquid
Solid
Liquid
solid
(lbs/A)
PA
Manure
Manure
Manure
Manure
Nutrient
Applied
Applied
Applicd
Applied
Pq
Applied
(acre)
(acre)
(Field)
(Field)
RYE
Applic.
Applic.
1000
RYE
Unit
PeriodN
Method
Ibs/A
imal/A
tons
1000 eals
tons
1.0
Tons
10/1-3/31
50
0
0
Irri .
50
20.0
0.0
501.2
0.0
5.5
Tons
3/1-9/30
• 190
0
0
Irria.
190
75:8
0:D
1,904.E
0.0
1.0
Tons
1011-3/31
50
0
0
Broad.
50
21.7
0.0
129.1
0.0
5.5
Tons
3/1-9/30
* 190
0
0
Broad.
190
82.4
0.0
490.5
0.0
1.0
Tons
10/1-3/31
50
0
0
Irri
50
20.0
0.0
221.0
0.0
*6.3
Tons
3/1-9/30
* 234
0
0
Irri •.
234
93.4•
0.0
1,034.1
0.0
I.0
Tons
10/1-3/31
50
0
0
Broad.
50
21.7
0.0
17_I
0.0
16.3
Tons
3/I-9/30
* 234
0
0
Broad.
234
101.5
0.0
80.2
0.0
1.0
Tons
10/1=3/31
50
0
0
Irri .
50
20.0
0.0
427.1
0.0
Date
Printed: 09-26-2001
WUT Page I

Waste Utilization Table
Year 1
Nitrogen
Comm.
Res.
Manure
Liquid Solid
Liquid
Solid
PA
Fert.
(Ibs/A)
PA
Manure Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
Applied Applied
Applied
Applied
I
Req'd
Applied
Applied
(acre) (acre)
(Field)
(Field)
Ic
1
Source
Total
Use.
RYE
Applic.
Applic.
1000.
Tract
Field
I.D.
Soil Series
Acre
Acres
Crop
RYE
Unit
Period
N
N
N
Method
Ibs/A
I aal/A tons
1000 Vials
inns
3643
3 Ber
S71
Rains
21.4
21-4
Bermuda rass Pasture
4.5
1 Tons
3/1-9/30
* 169
0
0
Irri .
1691
67.5 0.0
1,443,8
0.0
3643
Ber A
S7
Rains
7.8
7.8
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Broad.
50
21.7 0.0
168.1
0.0
_ 3643 313er
A
S7
Rains
7.8
7.8
Bermu ftrass Pasture
4.5
Tons
3/1-9/30
* 169
0
0
Broad.
169
73:3- 0.0
568.3,
0.0
3643
3 Fes
$7
Leaf
8.0
8.0
Fescue Pasture
3.5
Tons
* 1/1-12/31
* 1251
0
0
1 brig.
1 125
49.9 0.0
399.7
0.0
3643 3
Fes A
S7
Leaf
1.5
1.5
Fescue Pasture
3.5
1 Tons
*1/1-12/31 1
* 1251
0
0
1 Broati.
125
54.2 0.01
73.2
0.0
3643
41
S7
Bladen
11.5
11.5
Small Grain Overseed
1.0
Tons
1 10/1-3/31 1
501
0
0
Irrig.
50
20.0 0.01
229.31
0.0
3643
4
S71
Bladen
11.5
11.5
Bermudagrass Pasture
*4.5
Tons
311-9/30
* 1691
01
0
Irri
169 1
67.5 0.01
775.2
0.0
3643
4 A
S7
Bladen
1.9
1.9
Small Grain Overseed
1.0 Tons
10/1-3/31
501
01
0
-.
Broad.
50
21.71 0.0
42.1
0.0
3643
4 A
S7
Bladen
1.9
1.9
Bermudagrass Pasture
*4.5
Tons
3/1-9130
* 1691
0
0
Broad.
169
73.31 0.0
142.3
0.0
3643
5
S7
I Exum
3.11.
3.1
Small Grain Overseed
1.0
Tons.
10/1-3/31
50
0
0
Irrig.
50
20.01 0.0
61.5
0.0
3643
5
S71
Exum
3.1
3.1
Bermuda-rEss Pasture
6.5
Tons
3/1-9/30
2061
0
0 1
Irrig.
206
82.2 0.0
253.3
0.0
3643
5 A
S7
Exum
1.9
1.9
Small Grain Overseed
1.0
Tons
10/1-3/31
501
0
0 I
Broad.
50
21.7 0.0
41.0
0.0
3643
5 A
S7
Exum
1.9
1.9
Bermuda.-rass Pasture
6.5
Tons
3/1-9/30
206
0
0
Broad.
206
89.4 0.0
168.9
0.0
3643
6
S7
Portsmouth
8.0
8.0
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
20.0 0.0
159.7
0.0
3643
6
S7
Portsmouth
8.0
8.0
Bermudagrass Pasture
5.5
Tons
3/1-9/30
* 190
01
0
Irrig. 1
190
75.8 0.0
606.8
0.0
3643
6 A
S7 Portsmouth
1.5
1.5
Small Grain Overseed
1.0
Tons
I011-3/31
50
01
0 1
Broad. 1
50
21.7 0.0
33.01
0.0
3643
6 A
S7
Portsmouth
1.5
1.5
Bermudegrass Pasture
5.5
Tons
3/1-9/30
* . 1901
01
0 1
Broad. 1
190
82.41 0.0
125.31
0.0
Total Applied, 1000 gallons 1
10,096
Lagoon Liquids
Total Produced, 1000 plions
9,789
Balance. 1000 pallons
-307
Total Applied, tons
Manure
Solids
Total Produced, tons
LA
Balance, tons
Notes:
I. In the tract column, symbol - means leased, otherwise, owned.
2. Symbol • means user entered data.
lY
G
N
rn-44
C
L)
d
rr
�
C)
Preview
Database Version
1.08
Date Printed: 09-26-2001
W
WI.JT
Page
a

!
and Manning Swine Farm
Legend
Ditches
Field Boundary
................. Grass Waterway
X Hydrant
%f'r Honeywagon Application
0 Well
A Irregular Spaced Hydrant
-awn by C. Dunn 9/25/01

Required Specifications For Animal WasteManagement
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 fold that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the: owner
of the waste production facility to secure an update of the Nutrient
Management Plan when there is a change in the operation, increase in
the number of animals, method of application, receiving crop type, or
available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is clanger 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 sloes not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
673575 Database Version 1.08 Date Printed: 09-26-2001 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.
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
- ---- ------ -
673575 Database Version 1.08 Date Printed: 09-26-2001 Specification Page 2

into water courses, and on other grassed waterways, waste shall be
applied ar agronomic rates in a manner that causes not runoff or drift
from 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.
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.
t
673575 Database Version 1.08 Date Printed: S �ecification Pa e 3
09-26-2001

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 a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
673573 Database Version 1.08 - - - - - - -
Date Printed: 09-2G-2001 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 1 A, 6, 6 A
Small Grain: Coastal Plain, Organic Soils
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, 1 A, 6, 6 A
Berrnudagrass: Coastal Plain, Organic Soil
Adaptation: Not adapted.
The following crop note applies to field(s): 3 Fes, 3 Fes A
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0. 5" to 0.5" deep for pare stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production;_ reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The Following crop note applies to field(s): 4, 4 A
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
--- . . --------- - - - - --------- _ - - - --
673575 Database Version 1.0f Date Printed: 0901 Crop Note Pace 1

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): 4, 4 A
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to May. 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 T rows, spaced 2' to T in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 3 Ber, 3 Ber A
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to fietd(s): 3 Ber, 3 Ber A
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" 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 bLi/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.
673575 Database Version l.Of Date Printed: 09-26-2001 Crop Note Page

For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 2, 2 A
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5010 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): 2, 2 A
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudaa ass 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
Ib/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): 5, 5 A
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
----- - - - - -------------- - - - - ---------- - - - - --
673575 Database Version 1.0E Date Printed: 09-26-2001 Crop Note Pave 3

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
iye 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 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 5, 5 A
Bermudan ass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid beimudagrass 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 btt/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
Ib/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.
---------------------- ------------------ ------ -- --..
673575 Database Version 1.0E Date Printed: 09-26-2001 Crop Note Page 4

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1711 12�444 1? 1- '4•
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TABLE 3 .. Solid Set Irrigation Gulp :lettings
Make, Model and Type of Equipment.
OPERATING PARAMETERS
Field Noll Wetted Hydrant Spacing (ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No" Hydrants (feet) Pipeline Pipelines (inlhr)- (incHes) @ Gun (psi) @ Hydrant (hr) Comments
2 IDS' 2 3`] 160 16.0 Or I Q: L570 -2.5 i�o ,M�: � �'�•�,, i
3 rx( .5 23-7 rGO, 160, V. 3 0.G5 %o I 2..� %J�:� inr� ?i:c•;`1i�.1
3 Fey 1`i 2 3� .160 ito 0- 39 � C',Z5 7- 2.6
a<� 1-7 2314L3 uc? 0- 3 �-' 6)r6C '70 2,6
5 5 2 37 2L10: 10o (-2. 25 v=U5 70 3
I ti 2 3 7 70 2 f 0 0, 2S
Also.
1 � I
I§ee attached map provided by.the Field Office ,or field Iocation(s).
'Show separate entries for each pipeline with hydrants iir, each field.
Irria-''m Parameters • USDA-NRC,
act 1995 page-3 North Carolina

TABU A - Irrigation System Specifications
i
Traveling
Irrigation Gun
Solid Set
Irrigation
1;%w Rate of Sprinkler (gpm)
� i o 3
Operating Pressure at Pump (psi)
I (p
Oesign Preeip!tation Rate (In/hr)
Hose Length (feet)
XXXXXXxx
Type of Speed Compensation
I xxxxXXXX
Pump Type (PTO, Engine, Electric)
Pump Poymr Requirement Qip)
TABLE 5 - Thrust Block Specifications'
iieslgnermay prOViae Iflru5i RIUGIC UtUdils Vri aCiJ911'2EC a11ccr.
THRUST BLOCK
LOCATION ARCA (sq. ft.)
I90° Bend
I?ead End
LlSDA-MRCS Field Office Technical Guide, Section 1V, Practice Code 430-DD.
ZI
USbA
frrf i Parameters j Car .'•J
®Oct 1995 paged North arolli,

2.
3.
4.
5
6.
7.
Field 6
Make and model number
Hose length-- — - - - - NA
and hose inside diameter (ID)
Gun make and model numb.
Gun nozzle size r- Ia- 1 00
__ _b� inch, ring orifice, x
(May need to measure nozzle diameter.) _—taper b
Hydrant spacing ore orifice.
2 p 0 feet. Indicate whether x
Number of exterior hydrants _ 14 uniform, _ random.
Operating pressure at hose reel �� Number of interior hydrants 0
- observed at working si.- - -- - -�
Gun wetted diameter 263 ' --Provided by owner.
feet.
8. Gun pressure _70 --x-_ Measured, !based on gun chart.
�r7si.
observed at working gauge, x `based on calculations (show calcula
determined from gun charts, ttons),
**9. Supply line size
** I0. Supply line lenginch (from pump to last hydrant).
**I I. Supply line type x pVC'
th feet
(maximum pumping distance).
** 12. Pump make and model numberaluminum.
**13. Pump capacity, Berkley B2. 5ZPL
* * 14. Engine make and model • _ _ _ - - - - - - - - -- - - - -
* * 15. Electric motor horsepower and rpm 3 0 -� - - - - - -- _
----�hP rpm - - - -,or
NDU: It is strongly recommended that operating pressure at the reel and
diameter be field determined. gun wetted
Locate each hydrant on a co
py of the map. each travel ]are and show distance traveled. Also indicaticate the e-and stop of the sprinkler
each pull throw the normal arc an of the cart for
gh a field. Show the location of the supply line. Irrigated acres wll for
determined by travel lane
** Optional data f will be
urnish where possible.
*** Information furnished by
Signature of Owner or Facili ty Representatand/or
ive -_ _
Signature of Technical Specialist
�_
Printed Name of Owner FilGary ManningtRepresentative
Printed name of Technical Specialist
Date
Date
* * * Only the person or persons collecting the data should sign the data s 4 beet.

CAIVAlp WETTABLE ACI2E.COMPUTATIONAL WORKSIIEET
1. harm Number (Idetrtificatiorl) .
__ . _ Swine_ i-icid Number (identification) 6
2. Irrigation Systerll - - - - - - -
3. Type of Irrigation Systcrn
x
i'•xis(ing.lrrigation Systcrn
--_ Nmv / 1' xpnndcd irrigation Systcrn
4. Number of Stationary Sprinklers 0
Number of Travel Lanes --
5. Wetted Diameter
6• Spacing
Slat ionily Sprinkler
Center i'ivot
it Interior sprinklers
# ulterior banes
_-__263 _ [feet] I ronl field data sheet
_ _200 i.ateral / Hydrant Spacing
___2D_0 Sprinkler spacing along lateral [feet
7. Sprinkler or Hydrant lAyoUt
— 1-lard-Hose Trav
- Linear -move Sys
14 # Exterior sprink
- - - # Exterior Lanes
- Length of pull pe,
75
7-5 [as percentage of mtW diamete
- [as percentage ofwetted diamete
Sirlglc Lateral/ilydrCirlt Multiple Laterals/hiydrants
8• Read the irrigated area per sprinkler/travel pull for Excessively spaced Sprinklers/Ilydranls
and column based oil Pattern, sp acid t11e given Wetted diameter front the a
Stationary Sprinkler;c g. and sprinkler/travel lane location. ppropriate tabale
Acres per Interior stirinkler fr.,,,
Traveler: Interior 11 F1't id � �, le Column F
�� a ws-
S o r-.A-
Table Column
tiC ed Width
Tot 0, 7S9 ,
/� _ /O.6 3 A c . Table �feet]) / 43560
TravelerColumn
; �xterinr
Table _`- Column _
d Width
1'rrt;1 table ------ [feet])/43,560
Column
ry
g• Multiply the tabulated irrigated acres
Of each category tge value per sprier or travel pall by the number
8 in the field. Swim all o£these and this is the tott;j; -
��tt`d act eage for the field. Of'sPtinklers or pulls
--�_ (a) Acres per Interior # �
5 ti kler or pull - .. M Acres per $xtedot $h 7� - --
- pdttklers or pulls =
nkler or Pull X _ 4— # *Mders or Pulls = Acres
-LL-2_ Total Wettable Acre for field (Sum: g � 4� Acres
Wocksh
Wettable ACte Computational a gb)
eet Completed by:
t Date: ���

TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
`- - — -
Field Not Wetted Hydrant Spacing (ft) Application
and Number of Diameter Along Between Rate
line Noz Hydrants (feet) Pipeline Pipelines (Inlhr)•
- - - OPERATING PARAMETERS —
Nozzle Operating Operating
Diameter Pressure Time
(incHes) @ Gun (psi) @ Hydrant (hr
I
Ll
23-7
110
1.Ll0
0, Srl
0.05
70
--
-Z
.Z
IS
2 3`7
160
1'6.0
6 : '3
t� 6,5
70-
-2. 5
3 f3e�
3.5
2 3-7
i�v'
6c, o. 3 a° n. G5 -/v
3 P*
H
2 37
160
Ili:'_
�I. 39
0, e; 5
70
2.
'-�
1 I
231
/4 U
; G c?
c^. 3 5'
yr (y
%G�
2, 6:
S
S
2 3
_
2� c�
2-0 o
r�. 25
i;'� v 5
0
3
G
I
237
1-70
?10
0,2S
0,6-5
70
3
tSee attached map provided by.the Field Officesor field location(s).
'Show separate entries for each pipeline with hydrants ineach field.
Comments
ISr11r 1���t( 11 v12 . L`.
lrrio-''ten Parameters USDA-NRG:
rJcl 1995 page- North Carolina

TABLEA - Irrigation Systern Specifications
_
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
103
Operating Pressure at Pump (psi)
Design Precipitation Rate (In/hr)
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
I XXXXXXXX
Pump Type (P.TO, Engine, Electric)
Pump Poster Requirement (hp)
I
TABLE 5 - Thrust Block Specifications'
Designer may provide thrust block details on s---F eparate sheet.
r THRUST BLOCK
LOCATION AREA (sq. ft.)
5'0° Bend
head End
1. ee
]See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
6
Ird i Parameters ) USDA-NRC:
cc 1996 page-4 .
e-4 North Carolli.)
r

1.
ZZ
I.. 4�7
4 1w
rz
n
7;a
Nod —:e;:'..
V.—
F
X -0

1220
1.0
1-00
L—v Air Park
op
Nag
1208
1264
Iv
IA

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 be at 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
E`"' Veterinarian.
a Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
201Q Division regulations and guidance.
APR 04. Mass burial sites are subject to additional permit conditions (refer to facility's animal
Cu$ waste management system permit).
q4:R� nsg�tio�ln the event of imminent threat of a disease emergency, the State Veterinarian may enact
�egayS'� y additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signatu F O er anager
Signature of Technical Specialist
Date
Da e

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
CLIENTS NAME
COUNTY =-------------------- >
-----------
TODAYS DATE
DISTANCE TO NEAREST NONFARM RESIDENCE =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =======>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. ft. per lb SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
CARSON & MANNING
PITT COUNTY, NORTH CAROLINA
MAY 17, 1994
1000 FEET
0
10560
0
0
0
1.0
2.2 YEARS
TOP LENGTH AT NORMAL WATER LEVEL =_____> 991.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL =______> 316.0 FEET
NORMAL WATER LEVEL ELEVATION ==========> .52.0 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 47.5 FEET
LAGOON BOTTOM ELEVATION _______________> 45.0 FEET
Depth of Permanent Water 7.0 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES =_________—
Permanent Volume Required 1676505.6 cubic feet
Permanent Volume Provided 2004079.0 cubic feet
2 Surn ps
4o'X40' a r 2o'K?c
ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 3200 SQUARE FEET
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE _______________> 180 DAYS
GALLONS OF FRESH WATER ADDED DAILY ====> 0 GALLONS
EXCESS RAINFALL ABOVE EVAPORATION =____> 11.8 INCHES
25YR/24HR STORM RAINFALL ______________> 7.0 INCHES
FREEBOARD _____________________________> �1.10 FEET
Temporary Storage Volume 888728.8 cubic feet
�S'6. 4
Top of Dam Elevation = '5fi �$ feet
Inside Dimensions of Lagoon at Top of Dam
Length = . feet Width = - O.& feet
/0i7.4 342.4 - -
Begin Pumping Elevation = 54.2 feet
Stop Pumping Elevation = 52.0 feet
4- 6 0 0
+ 3
re c L,, ' , e 4
w A o u+
s I u d9 e
P v0si ied
W"4 5'
feed
Aso, 405,E ��3 a s ludo. re8 u;Y"ed �ty 2.Z y-ea ►-s
of ��ud9e. ac�umu�Q�ON, I e.
bo4fo,,1 � ,,,d�, 263, 704 3

1. STEADY STATE LIVE WEIGHT
0
head
weanling
to feeder
x 30 lbs. =
0
lbs
10560
head
feeder
to
finishing
x 135 lbs. =
1425600
lbs
0
sows
farrow
to
weanling
x 433 lbs. =
0
lbs
0
sows
farrow
to
feeder x
522 lbs. =
0
lbs
0
sows
farrow
to
finish x
1417 lbs. =
0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1425600 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cu. ft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 2.2
Sludge Volume = 250905.6 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 1676505.6 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 52.0 feet
Construct lagoon bottom elevation 45.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0 3.0 7.0
AREA OF TOP
LENGTH * WIDTH =
991.0 316.0 313156.0 (AREA OF TOP)
AREA OF BOTTOM
Lb * Wb =
949.0 274.0 260026. 0 (AREA OF BOTTOM) S %z e @ 4-5-
AREA OF MIDSECTION 9S 7 !( z 77
(Lm * Wm) _
970.0 295.0 286150.0 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
313156.0 1144600.0 260026.0 1.167
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 2004079.0 CU. FT.
VOLUME NEEDED = 1676505.6 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 991.0 FEET LONG BY 316.0 FEET WIDE

5. DIKE
.56.4-
Place spoil as a continuous dike to elevation -5-. feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
1015.0 340.0
Additional Drainage Area
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
345100 square feet
3200 square feet
348300 square feet
180 days.
Volume = 1425600 SSLW * 0.01 gallon/lb. SSLW/day * 180 days
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 343058.8 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 11.8 inches
Volume = 11.8 inches * DA / 12 inches per foot
Volume = 342495.0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 203175.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A.
343058.8
cubic
feet
�AaD AD01 71o.3AL ;ZS YEAR
6B.
0.0
cubic
feet
¢FlouF sTo12n�, Sin�G� /yp
6C.
342495.0
cubic
feet
EI+neQGENGY Sr ru,4y
- 6D.
203175.0
cubic
feet
t S 'PLAN WE
1. E.
2O3i75. 0
�
TOTAL TEMPORARY STORAGE
8
cubic
feet
y1 Q x
1091,9D3.9

SCS AREA-4
LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION
1 "fop Wi dtl•, I
I r 1
Seti:led top of dam: 5�'¢ 12 � - Cons,•tract 'tq_ of c10t(n
.7NGLVD-:S +ZO11%
a
` Fill Yardage: 27)977,,c
3 910
` Natural grOur'id el ev.
Cutoff seal'
---f-- Depth deter-rni. nd by
Defends on eye-tiI}aient �� —a, I SCS on sai'te
Start land applicatioStop land application'
elev. S¢.2 j�/
--------Temporary Volume --- /
-------- - ----
it
lent , --------------
support—
Treatment Volume
l 410 _
3
elev. 4-S ludge accumulatir_�n
LBottomSO O
Lagoon size: Lej.,gth Wiclth 300;4-
A r
BENCH 11A.R DE SC.f(I F'T 101,,!: a F o
� en fra,-ic See d/Awnr.
GENERAL- INFORMATION
JOB CLASS: �.
IiAZARD CLASS: a
ANIMAL TYPE & NUMBER: �fl,56p �eeder�o i;�eis�i
KIND OF OPERATION: StaJ��11E
NOTE: If r_onstrLtctiCJn is not
Stzirteci within One year, this
Plan is not Valid Until
re -Of flood plain for
safety ha zyrd is; made.
Cu.Yd,. e>:Cr_,vateci 43
red " X "
E.1 cevati on : s'O.'O
LAGOON FOR ANIMAL WASTE - -
iSINGLE STAGE)
soy! � nUvW 14 J FARM
- earb %�� COW-1TY
STATE --I
U. S. DEPAR"rMENT OFAGRI(;IJL_TLJF(F=
SOIL CONSERvAT I ON DERV I CE
DESIGNED BY: � -
AFT:'ROVED BY:
TITLE: �I
DATE: ----

NAM CAizsoAJ M 'A Al All AIG
/I lqq4-
nun?
. ..... - -- ----------
'J�t COVCOA QJ FYA 4-5 043, 3 vd,
Sn 2
A 7
yd 5
X
Z 4-s' A 7 94-,l 3
qo 1'/2-7 4,
2 -7 C,S ;/0 Z. 1 7 3 3
Ale efs 430-7-2-0 '4
-�..3 Y
51

Farm Name: CARSON & MANNING
County: PITT Date: MAY 17, 1994
PRISMODIAL FORMULA
Length = 975.4 Width = 300.4
Depth = 4.4 Side Slope(ft/ft)=
Volume in Cubic Yards = ✓45043.28
Top = 293010.16 sq. ft.
Mid = 276343.84 sq. ft.
962.2 lin. ft.
Bottom = 260026 sq. ft.
949 lin. ft.
Prepared By: ,
j�,hQLP-ed 13y' 0 "
5/ z3/94f-
3
Aq3 . GYound I'1
E�cava� i Area = 49 4
X 287.2 lin. ft.
X 274 lin. ft.

FILL OR CUT EARTHWORK COMPUTATION SHEET
(tw) Top
Width:
12
Compaction= 20
Side
Width:
(sl) Side
Slope:
3
------------------
FILL OR
---------
---------
SUM OF
---------
--------
DOUBLE
STATION
-----
CUT
- - ----
END AREA
---
END AREAS
DISTANCE
VOLUME
0 00
28203
---------
- --------
--------
518.46
513.50
266229.21
513.50
7.10
236.43
489.51
513.50
251363.39
1027.00
7.40
253.08
489.51
176.00
86153.76
1203.00
7.10
236.43
462.06
176.00
81322.56
1379.00
6.90
225.63
382.38
513.50
196352.13
1892.50
5.50
156.75
387.75
513.50
199109.63
2406.00
7.00
231.00
484.08
176.00
85198.08
2582.00
7.40
253.08
535.11
176.00
94179.36
2758.00
7.90
282.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00,
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00,
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

0.00'
0.00
0.00
0.00
0.00'
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.001
0.00
0.00
0.00
0.00
0.00.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00,
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00�
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00'
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o.oa
0.00
0.00
o.00j
0.00
cubic
ft
*********
SI7194-
cubic
yd
23331.63
Toatal Fill
Needed For Dike=
27997.96

AIOP-7-4 L1,)q,9ol-IAJ.4
peA m 64
/d 6
U'l
4-o
-tea -uj-
-4e
Size-:��_.L_:u__�i. Y'._.._._. .a..uS •.e, Su»�P
4-0 Y, 40'
-F+-.. % e 6 oav(i
U-S + �,O+ above -
no
i
I , 1 0 Ll S e- C �c4-),
ck ;.eye---- -------
------- -------
G P
........ ...
L4API + +kL-
210 1�1 kes
LY-111?

TTE
s u Z E"c
......... ... ....
so 4t 41� e-
k-
0 V3 2 h(A
to
z c I >(A, VvI
0-, a 4-,'0 rl
0 hl 4p y e-AAA.'
4-11 1 S (A Co osa/.s
i -ro 10 F
4--1-4-4
77 A SOVEi
L EVE I— WO 4,FE LE- F-�FL� rd . ..........
. .
- - -------- -

SPE
.Y
U.!TI .. _ .
Producer CARBON Sr MAr�TNIl' .
clearing: A11 trees and brush shall be removed from the
impoundment area before construction is started. The foundation
of the lagoon shall be cleared of all trees, stumps, roots,
brush, sod, organic soil, and debris. All stumps and all roots
exceeding 1 inch in diameter shall be removed to a minimum depth
of 1 foot. Satisfactory disposition will be made of all debris.
After clearing is completed the foundation area shall be loosened
thoroughly and roughly leveled, with suitable equipment, before
placement of any embankment material.
Cutoff Trench: A cutoff trench shall be excavated to a minimum
depth of 18 inches under the embankment. The exact depth shall
be determined on site by SCS. The trench side slopes shall be
1:1 or flatter and the width will be a minimum of 6 feet, but
will depend on the equipment being used. The cutoff trench shall
be backfilled with CL material. The trench shall be backfilled
in 9 inch layers and compacted with a sheepsfoot roller with a
minimum of 4 passes per unit width of fill lift. If sheepsfoot
roller is not used, the trench shall be backfilled in 4 inch
layers and compaction shall be equivalent to or better than the
routing of the hauling and spreading equipment over the fill in
such a manner that every point on the surface of each layer of
fill will be traversed by not less than one tread track of the
loaded equipment traveling in a direction parallel to the main
axis of the fill. All standing water shall be removed from the
trench before backfilling is started.
Existing Tile Drains: When tile drains are encountered, the tile
will be dug up and removed. The tile trench shall be backfilled
with a compacted layer of CL or CH material.
Excavation:_ Topsoil shall be stocked piled separately for later
use. The -bottom of the lagoon shall be excavated as shown on the
plans. Where pervious material (SP, quartz veins, etc.) is
exposed during excavation, it shall be undercut and backfilled
with a compacted layer of highly plastic (CL, CH) material
approximately 1.5 feet in thickness. Scarify and compact the
bottom and, where practicable, the side slopes of the lagoon to
decrease the permeability of the soil in the lagoon.
Embankment Construction-: The material placed in the embankment
shall be free of sod, roots, stones over six (6) inches in
diameter, and other objectionable materials. CL and SM materials
shall be used in the embankment. Pervious material shall not be
used in the embankment. 'Construction of the embankment shall be
made in layers not to exceed 4 inches in thickness. Compaction
shall be equivalent to or better than the routing of the hauling
and spreading equipment over the fill in such a manner that every
point on the surface of each layer of fill will be traversed by
not less than one tread track of the loaded equipment traveling
_. ........

.
SP CII'ICATIOTS POIZ: CONSTRCTIOlT
OF V .ASTE 'I'R AT1VlMT LAGOON
in a direction parallel to the main axis of the fill. If pans
are not used, construction of the embankment shall be made in
layers not to exceed 9 inches in thickness and compacted with a
sheepsfoot roller with a minimum of 4 passes per unit width of
fill lift. At any time the embankment surface becomes
"slickened" such that the succeeding layer will not bond to the
previous layer, scarify the previous layer sufficiently to assure
bonding of the surfaces before continuing. with the fill
operation. Construction of the fill shall be undertaken only at
such times that the moisture content of the fill material will
permit a reasonable degree of compaction. Construction of the
embankment shall allow an additional 5 for settlement. Stock
piled topsoil shall be spread over top of embankment and outside
side slopes for the establishment of vegetation.
Pollution Control During Construction: Stripping of embankment
and borrow areas shall be done as they are needed in a normal
sequence of construction. Use temporary mulch protection on all
disturbed areas that are subject to erosion and will not have
substantial additional work performed for 30 days.
Vegetation: Vegetation shall be established on the slopes,
embankment top and all other disturbed areas, except the area
that will be inundated, as specified in the plans as soon as
possible after construction. Necessary steps shall be taken to
ensure that a good stand of vegetation is established in a
reasonable amount of time.
Seedin_qrates are:
Permanent Stake:
or 1 inch diameter
level elevations,
of the lagoon.
75 1b.FESCUE per acre
10 1b.COMMON BERMUDAGRASS
120 1b.SMALL GRAIN per acre
1000 lb. 10-10-10
2 tons lime
600 lb. 0-20-0
1.5 tons wheat straw
(hulled) April -July
A permanent stake (CCA salt treated 411x4" post
'PVC pipe with tee) marked to indicate pumping
shall be placed in the inside slope at one end
NOTE: The producer must submit a signed certification form (see
attached sheet) to the Division of Environmental Management
before new animals are stocked on new or expanding operations.
This certification must be signed by a Technical Specialist
before it is mailed. The storage facility must be installed to
SCS standards and specifications including seeding, mulching, and
fertilizing prior to certification.

I01V iklo/i
The following acreage will be needed for waste application based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop* Lbs. N Acres Lbs. N Month of
# No. Type Per Ac. ** Utilized Application
3643
1
Po
Coastal-i`
225
31.3
7 042.5
A ril-Se t.
2
Le Ra
Fescue-2
160
19.8
3,168.0
Se t.-A ril
2A''
Le
Coastal-3
220
6.4
1,408.0
Year Round
3,,
Le
Coastal-3
220
4.5
990.0
Year Round
4
Ly
Coastal-1
275
2.8
770.0
April -Sept.
5i°'
Po
Coastal-1
225
13.0
2,925.0
April -Sept.
6-
L
Coastal-1
275
13.2
3,630.0
A ril-Se t.
9".'
ExA
Coastal-1
315
4.1
1,291.5
A ril-Se t.
10
Bd
Fescue-2
125
7.0
875.0
Sept. -April
11
Bd
Fescue-2
125
3.0
375.0
Sept. -April
12
Bd
Coastal-1
200
2.5
500.0
April -Sept.
13
Bd
Coastal-1
200
2.6
520.0
April-Selot.
14
Bd
Coastal-1
200
4.4
880.0
A r-il-Se t.
15
Bd
Coastal-1
200
2.7
540.0
A ril-Se t.
V
7&81
ExA
Fescue-2
185
.1.0
185.0
Sept. -April
Total
118.3
125,100.01
* Crops Grown are as follows:
Coastal-1 = Coastal cut for hay
Fescue-2 = Fescue grazed with livestock
Coastal-3 = Coastal grazed and overseeded with small grain
for winter grazing
** Acreages shown consider a 25 ft. buffer from drainageways
NOTE: Drainage ditches need maintenance. Trees have grown up on
both sides of ditches. These areas will be cleaned up and
open ditches cleaned out. It is recomended that a water
control structure be installed at the farms main outlet to
Grindle Creek.
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# Type Per Ac. Utilized Application
2

Totals from above Tables
Acres Lbs. N
Utilized
Table 1 _ 118.3 25 100.0
Table 2
Total 118.3 25 100.0
Amount of N Produced 24 288.0
Deficit of N - 812.0
See attached map showing the fields to be used for the disposal of
waste water.
Application of Waste by Irrigation
Field
No.
Soil Type
Crop
Application
Rate(In/Hr)
0.35 In./Hr.
Application
Amount(In.)
1,4,5,E
Po, Ly
Coastal-1
1.30 Inches
9,12,13
ExA, Bd
Coastal-1 0.35 In./Hr.
Coastal-1 0.35 In./Hr.
i
Fescue-2 0.35 In./Hr.
1.30 Inches
14,15
Bd
1.30 Inches
1.30 Inches
1.60 Inches
1.30 Inches
2,10,11
Le, Ra, Bd
7 & 8
ExA
Fescue-2
0.35 In./Hr.
2A & 3
Le
Coastal-2
0.35 In./Hr.
WASTE MANAGEMENT PLAN AGREEMENT
I agree to carry out this waste management plan according to the
terms of the agreement. Failure to comply with the waste
management plan will automatically require any cost share funds to
be refunded to their source.
Producer: /t c _ (�GG� Date: j 2d -�
Technical Representative: IZ1� G Date: J_ z` g
SWCD Representative: Date:
3

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North Carolina Agricultural Extension Service
Biological and Agricultural En:--rineerin North Carolina Universit,,
LIVESTOCK WASTE SAMPLING,' ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic bucket or nonmetallic container.
C. Take subsamples from 5 or more locations or at
least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator -pump or propeller.agitator.
b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
plastic bucket.
*Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC

Attachment B
• Page 2 of 3
C. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
pipe to flush tanks in a nonmetallic sample container.
ii. From Lagoon
a. Place a small bottle (1/2 pint or less) on end of
10-15' pole.
b. Extend bottle 10-15' away from bank edge.
C. Brush away floating scum or debris.
d. Submerge bottle with 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times
around lagoon, mix and add 3/4 pint to nonmetallic
sample container.
D. Broiler or Turkey Litter
i. House Litter
a. Visually inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
b. Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 200 of litter
of similar visual quality is around feeders and
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface.
C. At each location, collect litter from a 6" by 6"
area down to earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer bag and seal.
ii. From Stockpile
a. Take subsamples from about 5 locations at least 18"
into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and
seal.
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.

B.
C.
D.
E.
F.
G.
Attachment B
Page 3 of 3
Pack sample in ice, refrigerate, freeze or transfer to lab
quickly.
Hand -delivery is the most reliable way of sample transfer.
If mailed, protect sample container with packing material such
as newspaper, box or package with wrapping paper and tape.
Commercial sample containers and mailers are also available.
Contacts:
i. A&L Eastern Agricultural Lab, Inc.
7621 Whitepine Road
Richmond, VA 23237
Ph: [phone]
ii. Fisher Scientific Co
3315 Winton Road
Raleigh, NC 27604
iii. Polyfoam Packers
2320 S. Foster Ave.
Wheeling, IL 60090
Ph: [phone]
iv. NASCO
901 Janesville Ave.
Ft Atkinson, WI 53538
Private analytical labs are also available, but sample analysis
costly.
The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Ray Campbell
ii. Forward $4.00 along with the sample.
iii. Include the following identification information with
sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey
breaders, brooderhouse, grower, number flocks grown
on litter; etc.)
C. Waste type (dairy -lot scraped manure, liquid slurry;
swine -pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
iv. Routine analysis performed on all samples: N, P, K, Ca,
Mg, Na, S, Fe.,
Mn, Zn, Cu, B
V. Additional analysis performed upon request: DM, Mo, Cd,
Ni, Pb

:.::................................................................................. ..... .........................................
................
P>ER'AT_I'::( N...AND'.:'MA`INTENAI+TCE;:.:PY,AN..: F'OR... SWYNE: - ::WAS ..... MArTAGEIKENT;.. S:YSZ'EI :
.....
CP RS:QN S ONIdING .. .
The purpose of this plan is to provide guidelines for carrying out the
routine operation and maintenance work needed to keep this swine waste
management system functioning as planned. Routine maintenance is
considered to be normal good care of the system. Good maintenance adds
to beauty, usefulness, and permanence.
A. Maintenance
The routine maintenance of the lagoon involves the following:
1. Maintenance of a vegetative cover on the embankment top and side
slopes: Fescue grass is being established on these areas.
Beginning in 1995 and each year thereafter, the embankment should
be fertilized with 800 pounds of 10-10-10 per acre to maintain a
vigorous stand.
2. Control of brush and trees on the embankment. This may be done
by mowing, spraying, or chopping, or a combination of all three.
This will need to be done at least once each year and possibly
twice in years favorable to heavy growth of vegetation.
Maintenance inspections of the lagoon should be made during the
initial filling of the lagoon and at least annually. Items to be
checked should include, as a minimum, the following:
1. Waste Inlet Pipes, Overflow Pipes
a. condition of pipes
(1) separation of joints
(2) cracks or breaks
2. Pool Area
a. undesirable vegetative growth
b. floating or lodged debris
3. Embankment
a. settlement, cracking or "jug" holes
b. side slope stability - slumps or bulges
C. erosion and rodent damage
1

1.
�P:ER�LTT:ON .. A1�TD.. MA-2>NTENP NCE..; PL 1N. Olt . -6W.1 E:. Tn7AST�' :NiANAGEP�IEY�1T �YST:EM
B. Operation
Your animal waste management facility was designed for a total of
10560 animals (FEEDER TO FINISH). The lagoon contains both permanent
and temporary storage. The permanent storage is not to be pumped in
order to ensure that anaerobic action will occur. The design
includes permanent storage of one cubic foot per pound of steady
state live weight.
The temporary storage portion of the lagoon includes capacity for the
volume of waste produced over 180 days, the amount of rainfall in a
25 year 24 hour storm event, and rainfall in excess of evaporation.
Your facility is designed for 180 days of temporary storage;
therefore, it will need to be pumped every six months. Begin pump -
out of the lagoon when fluid level reaches elevation 54.2 feet as
marked by permanent markers. Stop pump -out when the fluid level
reaches elevation 52.0 feet.
The attached waste management plan should be followed. This plan
recommends sampling and testing of waste (see Attachment B) before
land application. The waste material should be analyzed before each
application cycle to determine its nutrient content. A soil test of
the area of application should be made annually to insure the waste
is applied as reasonably and practically possible to recommended
rates.
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. The lagoon can be pre -charged from an
existing farm pond.
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 Environmental Management,
has the responsibility for enforcing this law.
2

7.. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon.
/® ?/, 9a.3.8
Depth required = 9 cu. ft. / 313156 sq. ft.
Depth required = 2. feet
3.4
Normal lagoon liquid elevation = 52. feet
Depth required = feet
Freeboard = 1.0 feet
Top of Dam 56. feet
Sz . 4 4.
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION-5-6r-.$
ARE 1015.0 FEET BY 340.0 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME =
343058.8 cubic feet
0.0 cubic feet
342495.0 cubic feet
685553.8 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 685553.8 cu. ft. / 313156 sq. ft.
Depth required = 2.2 feet
DESIGNED BY: r; �f APPROVED BY: A �
DATE: �`r %�g� DATE:
"/s/ WILLIAM H. LEEMING, JR., Acting Head, Engineering Staff approved
by letter of June 27, 1994"

ctr AA, 1-- l 1
Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface waters
or leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be available to all employees at the
facility, as accidents, leaks, and breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is enter the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
i0 stop recycle (flushing system) pump
20 stop irrigation pump
0 close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow

0 flush system, houses, solids separators:
10 stop recycle (flushing system) pump
O stop irrigation pump
s0 make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or side wall of the lagoon. Often these are
seepage as opposed to flowing leaks:
f dig a small well or ditch to catch all seepage, put
in a submersible pump, and pump back into the
lagoon.
if holes are caused by burrowing animals, trap or
remove animals and fill holes and compact with a
clay type soil.
0 other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an
individual experienced in their design and installation.
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 noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During nornag business hours, call your DWQ regional office:
919 946-6481 • after hours, emergency number: (919) 733-
39 . Your phone call should include: your name, facility,
telephone number, the details of the incident, the exact location
of the facility, and the location or direction of movement of the
spill, weather and wind conditions, what corrective measures
have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
830-6345.

4) Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan
to keep problems with release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)�
b)
c)
6) Contact dirt moving and/or heavy equipment companies: 09"(.e 0` ) ) 0,0
a) fiCw f j 1.obSIrUCAI/� Jj'ijo�h /1%e'y�f1 �sS- 77S7
b) i -3,365
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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production 50 Vegetative or wooded buffers
$1 Recommended best management practices
® Good judgment and common sense
Animal body • Dirty manure -covered ❑ Dry floors
surfaces
animals
Floor surfaces
Wet inanure-covered floors
9
Slotted floors
9
Waterers located over slotted floors
❑
Feeders at high end of solid floors
®
Scrape manure buildup from floors
❑
Underfloor ventilation for drying
Manure collection •
Urine
®
Frequent manure removal by flush, pit recharge,
pits •
Partial microbial
or scrape
decomposition
❑
Underfloor ventilation
Ventilation exhaust •
Volatile gases
0
Fan maintenance
fans .
Dust
®
Efficient air movement
Indoor surfaces •
Dust
®
Washdown between groups of animals
91
Feed additives
❑
Feeder covers
❑
Feed delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
❑
Flush tank covers
�A
liquid while tanks are filling
®
Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater Cl Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ❑ Box covers
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater ❑ Extend discharge point of pipes underneath
at Iagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions ® Proper lagoon liquid capacity
• Biological mixing R1 Correct lagoon startup procedures
• Agitation 0 Minimum surface area -to -volume ratio
Irrigation sprinkler . High pressure agitation
nozzles . Wind drift
Zl Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven biological additives
® Irrigate on dry days with little or no wind
® Minimum recommended operating pressure
31 Pump intake near lagoon Iiquid surface
❑ Pump from second -stage lagoon

I
Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Storage tank or
• Partial microbial
❑
Bottom or midlevel loading
basin surface
decomposition
[p
Tank covers
• Mixing while filling
Ci
Basin surface mats of solids
• Agitation when emptying
O
Proven biological additives or oxidants
Settling basin
• Partial microbial
❑
Extend drainpipe outlets underneath liquid Ievel
surface
decomposition
❑
Remove settled solids regularly
•
Mixing while filling
•
Agitation when emptying
,
Manure, slurry, or
•
Agitation when spreading
❑
Soil injection of slurry/sludges
sludge spreader
.
Volatile gas emissions
❑
Wash residual manure from spreader after use
outlets
❑
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry, or sludge on
drying
❑
Soil incorporation within 48 hours
field surfaces
❑
Spread in thin uniform layers for rapid drying
❑
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
fA
Proper disposition of carcasses
Dead animal
•
Carcass decomposition
0
Complete covering of carcasses in burial pits
disposal pits
❑
Proper location/construction of disposal pits
Incinerators
•
Incomplete combustion
❑
Secondary stack burners
Standing water
•
Improper drainage
❑
Grade and landscape such that water drains away
around facilities
.
Microbial decomposition of
from facilities
organic matter

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access 0 Farm access road maintenance
public roads from roads
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 Flush —Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage- EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—SAE
Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations7 If-
r
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage 91 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control .Insects Site Specific Practices
Feed storage
• Accumulations of feed
residues
Animal holding
. Accumulations of animal
Q
areas
wastes and feed wastage
Dry manure
• Accumulations of animal
Q
handling systems
wastes
0
O
For more information contact:
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Eliminate low areas tlia[ trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
Provide for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.