420002_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.
2. Facility Name: Fishinu Creek Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 2080 Wilsons Mill Rd
Farm Number: 42-0002
City: Smithfield
Telephone Number: 919-631-1447 Ext.
State:
E-mail:
5. Facility's Physical Address: 1033 Bartholomew Rd
City: Enfield
6. County where Facility is located: Halifax
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Whitle} W. Stephenson
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Wean to Feeder
Swine - Feeder to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Certificate Of Coverage Number: AWS420002
Whitley W Stephenson
NC Zip: 27577
[e-mail]
State: NC Zip: 27823
Murphy -Brown LLC
Phone No.: 919-43t`
VI
Allowable Count
3,500
9,510
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
OIC #: 16439
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other
R.ECGVE1);,_ ^let fa.dd1
032QI
water Quality
F:,..pf°'. , a+^t,: r jp�'ivon~n4 �t

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Whitley W Stephenson
Fishing Creek Farm
2080 Wilsons Mill Rd
Smithfield, NC 27577
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 hups://deu.nc.sov/about/divisions/water-resources/water-uualii}-regional-oDerations/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 br an
Expiring State Non-Dischaz€s General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include One Ill COPY of thg Certified Animal Waste_ Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Raleigh Regional Office, Water Quality Regional Operations Section
Halifax County Soil and Water Conservation District
AFOG Section Central Files - AWS420002
Murphy -Brown LLC
North Carolina Department of E r'mental Quality I Division of Water Resources
tt12 N. Salesbury St 11636 Mai 'Service Center I Raleigh, Noah Carouaa 27699-1636
919.7079000

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
/942
C/
Ps-,6s
6, 717
J 7
#'-
,y e4
c i9
/ i 9-r 713
/4 570 75-
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b% the owner and a certified 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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be b} a principal executive officer of the corporation):
Name: 41
Signature:
Name:
Signature:
Name:
Signature:
Title: OV nV
Date: 1- 4\
Title:
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

}
WASTE UTILIZATION PLAN
Saturday, April 17, 2010 /'-- 2 'f 7/
Producer : Whitley Stephenson
Farm Name :
Telephone # :
Type of Operation :
Number of Animals :
Fishing Creek Farm 42-2
2080 Wilson Mills Rd
Smithfield,NC 27577
[phone]
Combination Swine Farm
13010 swine design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilizatioh plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor.problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply.the animal waste is based on typical nutrient content
for this type of facility. Acreagerequirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
APR
IOrclI tn�+
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
13010 swine X 1.5 tons waste/swine/year= 19469 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
13010 swine X 1.81 Ibs PAN/swine/year= 23553 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS -
DETERMINING PHASE
1844 1 HERNDON 2-6%
1844 - 1 HERNDON 2-6%
1844 10 HERNDON 2-6%
CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
CODE N/ACRE N/ACRE USED TIME
BH L 4.9. 212.17! 0 12.18
SG i 1' 501 0 12.18
BH I 4.9! 212.17! 0, 3.72
• -...._ . -o .--..-_ j ._.._._ _..,..
1844 10 HERNDON 2-6 /o SG 1: 501 0! 3.72
1844 12 EMPORIA 2-6% BH L 5.9' 268.096 01 14.18
1844 - 12 EMPORIA 2-6% SG l i 50; 0' 14.18
1844 . 13 STATE 2-6% BH 6.4' 283.2; 01 22.49
1844 - 13 STATE 2-6% SG 1- 11 501 0 22.49
1 1844 2 HERNDON 2-6% BH 4.91 212.171 0 6.93
1844 - 2 HERNDON 2-6% I SG L 11 561 0, 6.93
1844 . 3 EMPORIA 2-6% BH ' 5.91 268.0961 01 5.53
1844 - 3 EMPORIA 2-6%
F-
1844 4 'EMPORIA 2-6%
1844 - 4 EMPORIA 2-6%
1844 8 HERNDON 2-6%
1844 •- 8 HERNDON 2-6%
SG
BH
SG
BH
SG
1' 501
5.9 268.096
1 50
4.9: 212.17!
1 I 50!
2584.23 MAR-SEP
609 SEP-MAY
789.272 MAR-SEP
186 SEP-MAY
3801.60 MAR-SEP
709. SEP-MAY
6369.17 MAR-SEP
1124.5 SEP-MAY
1470.34 MAR-SEP
346.5 SEP-MAY
1482.57 MAR-SEP
0• 5.53 276.5
0 10.99 2946.38
0 10.99 549.5
0 4.27 905.966:
0 4.27 213.5
TOTALS:. 24364.0
SEP-MAY
MAR-SEP
SEP-MAY
MAR-SEP
SEP-MAY
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The•applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen Tess any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
'BH HYBRID BERMUDAGRASS-HAY TONS 50
SG ' SMALL GRAIN OVERSEEDED AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
TABLE 1
TOTALS:
ACRES LBS AW
N USED
80.29 24,364
80.29
24,364
AMOUNT OF N PRODUCED: 23,553
*** BALANCE -811
*** This number must be Tess than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates duerto equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 3784.7 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste beirag stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsibiity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
1844
1844
.1844
11844
11844
11.844
FIELD
-13
13 -
-1, -10, -2, -8
1,10,28.....
-12, -3, -4
12, 3,4 . ..
SOIL TYPE
STATE 2-6%
STATE 2-6%
HERNDON 2-6%
HERNDON 2-6%
EMPORIA 2-6%
EMPORIA 2-6%
* This is the maximum application amount allowed for the
nitrogen allowed for the crop is not over applied. In many
amount shown cannot be applied because the nitrogen lim
application amount shown can be applied under optimum
APPLICATION
CROP RATE (in/hr)
SG 0.50
BH 0.50
SG 0.40
BH 0.40
SG 0.00 I. *1
BH 1 0.00 i 1
soil assuming the amount of
situations, the application
itation. The maximum
soil conditions.
APPLICATION
AMT (inches)
*1
*1
*1
Page 4 of 9

NARRATIVE OF OPERATION
FARM CONSISTS OF 9510 FEEDER TO FINISH HOGS AND 3500 WEAN TO FEEDER
PIGS.
s
Page 5 of 9

PLANS & SPECIFICATIONS
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 which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil Toss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference -
Environment file for guidance.)
*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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients 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 a crop on bare soil.
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 from anv perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
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
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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, Teaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animarwaste 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 as a preemergence with no other 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 fpr 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. Nitrogen shall be the rate -
determining element. 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
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
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 Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

SIGNATURE: J
NAME OF MANAGER
SIGNATURE:
NAME OF FARM: Fishing Creek Farm 42-2
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILIYY OWNER: Whitley Stephenson
different from owner):
DATE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103. Country Club Circle
Clinton, NC 28328
[phone]
SIGNATURE:
DATE: / — 2 V //
Page 9 of 9

Halifax County 1FSA
Farm 5394 Tract 1844
4) Restricted. Use...._..
V. Limited Restrictions
Exam • from Conaervellon Com. lane Provisions
or;epecIfic diatermtrnatlon of Itte apt. Refer to your ongtna'
daleratinelll,7 (CPA-025 and attached maps) for exact wetland
boundaries and determinations, or contact NRCS.
9.34
Y
10.33
Y
3.60
N
5.02
N
4.43
N
3.93
Y
4.77
y
N
6.39
Y
7.94
N
5.84
Y
14.73
N
14.23
N
15.14
N
0.86
N
Total Cropland Acres
106.6

LEGEND
280' DIA.
SPRAY PATTERN
Portable Diesel Pumping Unit
g^ NEW HYDRANT
en THRUST BLOCK
`s' AIR VENT
+ GROUND ENTRY
TRAVEL LANE
-- •---••-•--- DITCH, SURFACE WATER
• - •• - • - • FIELD BORDER
PATH
•BUFFER OR SETBACK
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABILITY GPS EQUIPMENT.
2. LAYOUT AND SPACING BASED ON 1.0" TB NOZZLE OPERATED © 50 psi, AND USING
90% OF MFR'S PERFORMANCE DATA. EFFECTIVE WETTED DIA'280', LANE SPACING
= 200' FOR 71% LANE SPACING.
3. MAX TRAVEL LENGTH = 950' BASED ON REEL HOSE LENGTH OF 975'.
4. OPERATOR MUST MANAGE APPUCATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mph.
SWAIN CONSULTING SERVICES, INC.
150 CABIN CREEK LN. CLINTON, NC
910-590-2703
Fishing Creek Farrn
IRRIGATION DESIGN
DATE: 5/14/11 I seal F. 1" a .inn'

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
E 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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
MO 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,
additionalrequirements 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).
El Q Any method which, in the professional opiniorrof the State Veterinarian, wouldmake possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Date
Signature of Technical Specialist Date

Source Cause
Farmstead • Swine production
Animal body • Dirty manure -covered
surfaces animals
Floor surfaces • Wet manure -covered floors
Manure collection
pits
Ventilation exhaust •
fans
•
Indoor surfaces
Flush tanks
• Urine
• Partial microbial
decomposition
Volatile gases
Dust
• Dust
• Agitation of recycled lagoon []
liquid while tanks are filling
Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor
0' Vegetative or wooded buffers
[W.-Recommended best management practices
fa ---Good judgment and common sense
a -try floors
Lg- Slotted floors
a- Waterers located over slotted floors
'Feeders at high end of solid floors
-Scrape manure buildup from floors
0 Underfloor ventilation for drying
GrFrequent manure removal by flush, pit recharge,
or scrape
0 Underfloor ventilation
Eck -Fan maintenance
U Efficient air movement
f Washdown between groups of animals
I 'Peed additives
0 Feeder covers
'Teed delivery downspout extenders to feeder
covers
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon tents
Site Specific Practices

•
}
Source Cause IIMPs to Minimize Odor
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath Site Specific Practices
lagoon conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
• Biological mixing;
• Agitation
Irrigation sprinkler
nozzles
Storage lank or basin
surface
Settling basin surface
• Iliglt pressure agitation;
• Wind drift
fi 'Proper lagoon liquid capacity;
'Correct lagoon startup procedures;
IYMinitnum surface area -to -volume ratio;
ICY -Minimum agitation when.pumping;
0 Mechanical aeration;
Er Proven biological additives
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
L9r-Irrigate on dry days with little or no wind;
W Minimum recommended operating pressure;
fW Purnp intake near lagoon liquid surface;
O Pump from second -stage lagoon
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
Manure, slurry or sludge •
spreader outlets
Agitation when spreading;
Volatile gas emissions
(rW Bouornormidlevelloading;
O Tank covers;
O Basin surface mats of solids;
Or -Proven biological additives or oxidants
Extend drainpipe outlets underneath liquid
level;
- Remove settled solids regularly
Uncovered manure, • Volatile gas emissions while
slurry or sludge on field drying
surfaces
Dead animals • Carcass decomposition
Dead animal disposal
pits
Incinerators
• Carcass decomposition
"Soil injection of slurry/sludges;
Wash residual manure from spreader after use;
'Proven biological additives or oxidants
• Soil injection of slurry/sludges
'Soil incorporation within 48 hrs.;
-Spread in thin uniform layers for rapid drying;
Proven biological additives or oxidants
f9--Proper disposition of carcasses
o Incomplete combustion
Er -Complete covering of carcasses in burial pits;
0 Proper location/construction ofdisposal pits
0 Secondary stack burners
' 'C- November 11, 1996, Pagel

Source
Standing water around
facilities
Cause
• Improper drainage;
• Microbial decomposition of
organic matter
Manure tracked onto
public roads from farm
access
• Poorly maintained access roads
BMPs to Minimize Odor
Grade and landscape such that water drains
away from facilities
V Fartn access road maintenance
Additional Information :
Swine Manure Management ; 0200 Rule/LIMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; PI11-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
Site Specific Practices
Available From :
NCSU, County Extension Center
NCSU - I3AE
NCSU -13AE
NCSU-BAE
NCSU-BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November 1 I, 1996, Page 5

Insect Control Checklist for Animal Operations
Sourer Cause - _ IIMI s to Control Insects Site Specific Practices
1-lush (mite's
• Accumulation of solids
----
I agoutis curd his • C'nrsted Solids
Ii].Lcs,ive Vegetative------•Iecaying vegetation
t *mill
Feed Storage
Liquid Systems
IT Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
fg Itemove bridging of accumulated solids at
LWliscltarge
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 -
inches over mare than 30% of surf ace.
Ip' h4aiu4rin vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of -decaying vegetative matter
along water's edge on impoundment's perimeter.
- - — Dry Systems ------
• l'cccl Spillage 1)esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
deaccumutation of decaying wastage.
('lean tip spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day inlet val
luring winter).
- Accumulations of feet! residues Reduce moisture accumulation within and
around inmredi:ue perimeter of teed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
ntaislru•e grain products).
'1r Inspect h r and remove or bleak up acrrnnulatcd
solids in filter strips around feed stowage as
needed.
A(x, I November I I, 1c)96, I'age I

source �
• Cause
Animal !folding Areas • Accumulations of animal tvastes --
and feed wastage f] Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
i7 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
1)iy h!mime n�lling • Accumulations of animal wastes needed).
S) stet ns O Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
fl Provide for adegt!ate drainage around manure
stockpiles.
n Inspect for and remove or break up accumulated
y4 wastes in tiller strips around stockpiles and
_utatntre handling areas as needed.
For mote inlorn;stiem contact the Cooperative Extension Service, Depatlnent of -Entomology,
!lox 7{13, PJutlh ('aruiin:' State llnivctsily,
AMU: - November 11, 1996, Page 2
Site Specific Practices
7

EMERGENCY ACTION PLAN
PH `E NUMBERS
DWQ /9 —,S7/ — .91700
EMERGENCY NIANAGEMENT SYSTEM Q .9 - 83 _2 j/
SWCD l —5 3 - s" /
NRCS as' Sty-'?¢8/
T'nis plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface. waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or:mav not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of darn.
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 caused 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 serarator_-action include:
a. Stop recycle pump.
b. Stop irri_cation pump.
c. '\lake sure no siphon occur.
�i. Stop all t!on; in the house. flush ,' :zte;ns. separator_.
I S.

6: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Enizine r. etc.)
a. Name: �� "(e CS -
b. Phone: /7—
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage. repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
De_ mr :.; t' ?o

Jaw
Operator:David Glover
County: Halifax DATE: May 7, 1992
Distance to nearest residence (other than owner): 1000 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
1000 sows (farrow to feeder) x 522 lbs. = 522000 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 522000 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? 1.5
Sludge Volume = 62640.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
How much odor control do you want to design for?
minimum = 1.0 cu. ft. per pound SSLW
maximum = 3.0 cu. ft. per pound SSLW
Design for
1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 584640.0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 82.0 feet
Construct lagoon bottom elevation 73.0 feet
Lagoon size (for normal lagoon liquid volume) using prismodial formula
LENGTH WIDTH SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
597.5 136.0 2.5 2.5 2.5 2.5 9.0
AREA OF TOP
LENGTH * WIDTH =
597.5 136.0
AREA OF BOTTOM
Lb * Wb =
552.5 91.0
81260.0 (AREA OF TOP)
50277.5 (AREA OF BOTTOM)
AREA OF MIDSECTION
(Lm * Wm) * 4 =
575.0 113.5 261050.0 (AREA OF MIDSECTION * 4)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81260.0 261050.0 50277.5 1.500
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 588881.3 CU. FT.
VOLUME NEEDED = 584640.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 597.5 FEET LONG BY 136 FEET WIDE

5. l7IKE
Place spoil as a continuous dike to elevation 86.1 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
618.0 156.5
Pumpout Pond (top of
Length * Width
0.0 0.0
dike)
Buildings (roof and lot water)
Length * Width =
0.0 0.0
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
Volume =
96717 square feet
O square feet
O square feet
96717 square feet
180 days.
522000 SSLW * 0.01 gallon/lb. SSLW/day * 180 days
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 125615.0 cubic feet
6B. 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 6A.
Volume =
0 gallons/day * 180 days in cycle / 7.48 gallons per cu.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
Rainfall NOV. 1 to
Evapor.
Excess rainfall (difference)
MAY 1
Volume = 9.4 in * DA / 12 inches per foot
Volume = 75761.6 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 6.7 inches / 12 inches per foot * DA
Volume = 54000.3 cubic feet
• 20.5 inches
• 11.1 inches
9.4 inches

TOTAL REQUIRED TEMPORARY STORAGE
6A. 125615.0 cubic feet
6B. 0.0 cubic feet
6C. 75.761..6 cubic feet
6D. 54000.3 cubic feet
TOTAL TEMPORARY STORAGE 255376.9 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon and pumpout pond
Depth required = 255377 cubic feet / 81260 square feet
Depth required = 3.1 feet
Top of spoil elevation = 86.1 feet
Normal lagoon liquid elevation = 82.0 feet
Depth between top of dike and normal lagoon liquid level = 4.1 feet
Depth required = 3.1 feet
Freeboard = 1.0 feet
Total depth required = 4.1 feet
NOTE: IF THE DEPTH BETWEEN TOP OF DIKE AND NORMAL LIQUID LEVEL IS EQUAL
TO OR GREATER THAN THE TOTAL DEPTH REQUIRED, THEN ADEQUATE STORAGE
HAS BEEN PROVIDED.
,THE DIME11S.441:5.:;A EIOSIDE EDGE OF THE DAM A1' ELEVATION
ARE 618 FEET BY 15b.5 FEET
8. LAND APPLICATION OF SWINE ANAEROBIC LAGOON LIQUID
farrow to finish
0 sows
farrow to feeder,
1000 sows
finishing only
0 head
86.1 FEET
MINIMUM LAND AREA FOR LIQUID APPLICATION
GRAIN --G R A Z E D PASTURE-- HAYLAND
CEREAL CORN FESCUE ----TIFTON 44 BERMUDA----
R A N G E CONT GRAZ
---ACRES PER ANIMAL UNIT CAPACITY--
0.260
0.065
0.023
0.180
0.043
0.015
0.130
0.032
0.012
0.096 0.081 0.066
0.023 0.020 0.016
0.0085 0.0072 0.0058
THE TIME THAT WASTE CAN BE APPLIED IS IN THE OPEN SPACES
JANUFEBRMARCAPRIMAY JUNEJULYAUGUSEPTOCTONOVEDECE
CORN NNNNNNNNNN NNNNNNNNNNNNNNNNNNNNNNN NN
FESCUE NNNNNN NNNNNNNNNN NN
BERMUDA NNNNNNNNNNNNNNNNNN NNNNNNNNNNNNNNNN
NOTE: The fall application on corn is only if there is a cover
crop established. If.that cover crop will be harvested
then the acreage of corn may be reduced. A nutrient
budget will need to be prepared if this is the case.
Number of animals * Acres per animal unit = Acres needed for waste disposal
Bermuda 1000 * 0.016
Fescue 1000 * 0.032
16 ACRES
32 ACRES -/

9. APPLICATION BY IRRIGATION
Soils Nason Crops pasture
Application Rate 0.40 inches per hour
Application Amount 1.6 inches
NOTE: INFORMATION ON APPLICATION RATES AND AMOUNTS FOR VARIOUS
SOILS AND CROPS CAN BE FOUND IN THE SPRINKLER IRRIGATION GUIDE
TECHNICAL GUIDE - SECTION II-G. EFFLUENT SHOULD BE APPLIED AT
A RATE SUCH THAT THERE IS ABSOLUTELY NO RUN-OFF.
DESIGNED BY: APPROVED BY:
DATE: DATE:

,;i_t: [ION OF LIiGUUH ENUF1NKI1EII F.
(rd i i I) no nn t s i de drainage area)
I•
l�nnatuclr,d T„p of i)n
c n
� rlllrr4 lnp of
E,por! led rliglrrolr.t__..F.IoV.
Notmai Wntcr
linlUrol Go2.unri_ 77,
lop width
d15 'nj SIllerneni_!___
1 V.
2.5
7C\ CA oif ('nre S'ml
Depend;- on equipment
Tn,
/3a1_.rt.
grads, det.errnind by SCS on File..
SECTION OF LHGOPN. POND
nu 1.) s lde (Ira inage,;area)
.I 1
t:
I•
Ar pLE Arto4 'JEEP •76 o6'1`hi4'44A)D'E.
„-Lieu Y_ Rpe Invert
t•,r.rdrt -
'I. •
Llai �r d•dth r1
kat•^Ite be
rib aired, -
I
siv4raluz_ tumul0{Ien ,I �
Vilga Jam.
GI Ii1II(II. . I tt II1h1II1 I IIN
l)aaa:ard
r\Ilre 1 r.l S I_ LIef-,r-?l l :i.rlq__ tOCD,f el- :____
ir. I ( construction is not started within one year, this
plan is not valid until reevaluation of flood plain'
for safety hazard is made.
,„r `.'rpport: The bent support Oill be made of CCA salt
treated 11 +I •cost.
Prepare seedbed, lime, fertillze,aeed and mulch the
following Areas. Tarp of dike, all outer slopes o#:,
embankment and building pads, and inner slopes' of .l
lagoon I. normal (dater Ievei.
r I Ilf Fn1 L0141Hr MATERIALS: 2 tons of lime per acre,
,!1ii ;rind" of In -.in •lo fort. pet acre, Inn pound: of fescue
round!, of hermuda gear= per acre, and 3000 pounds of
1. rr, acrr
i; t4Aoo0l roll ANIIUI. PASTE
Q, VV2 Ztfri.49 rare
iHAjL4 }X Comity. N. C.
' a E. DEPARTMENT OF AGRICULTURE
SOIL ' SERVATION SERVICE

DESIGN IS FOR A SINGLE STA•'EI LAGOON
1 J );N I';; J11►.i4ll, ._.. .....- . _ ..-
'T'oDAY S I.)ATI -- ---- ------------- --->
- -->
DISTANCE TO NEAREST NONFARM RESIDENCE =>
NUMBER OF PIGS WEANLING TO FEEDER ------>
NUMBER OF PIGS FEEDER TO FINISH --------->
NI1r4)3ER OF SOWS FARROWW TO WEANLING ----->
NUMBER OF SOWS FARROW TO FEEDER === =-=== >
1'IUMI3ER OF SOWS .FARROW TO FINISH ---•-----_>
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. :rt. per lb SSLW)
(maximum 3.0 -ii. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
TOP LEI'IG`1'H /1'.T' NORMAL WATER LEVEL ------•---->
TOP WII)TII .AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION
SEASONAL (HIGH WATER TABLE ELEVATION ==->
LAGOON BOTTOM ELEVATIONd
Depth of Permanent Water 7.9
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES =__- --------:.:-:=_ ___----_----- -_ _ >
Permanent Volume Roe:]i.zire2e1 756000
I: nrm<lnent. Volume Provj.( d 756359-
DAVID GLOVER
HALIFAX COUNTY, NORTH CAROLINA
JUNE 22, 1992
1000
0
5600
0
0
0
1.0
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
(i..e. pu)npout pond & other outside area)
I,Ft\JGTII OF PIMPING CYCLE -----------------_->
GALLONS OF FRESH WATER ADDED DAILY - _-=>
EXCESS RAINFALL ABOVE EVAPORATION ------•->
25YP./24IIR STORM RAINFALL -------------_>
cT:EE13O11R1?
Temporary Storage V(,.l.U{r{'? 350500
1'.1) nt i`:19t+ J lC'.V•)t1(. { 76.1.
1.11-j0- Dimensions of, r,a(lcou at '.J.'op or Da
- • 550.0 tre.1 Ci'l:Jl. 228.5
0.0
529.0
207.5
71.9
60.0
64.0
2.5
0
180
0
9.4e"
6.7
1.0

(.41E12ft]' 1 t 1N AND ro j t.4T.FM11.NC_E, Pl,Arl,- FJR__aW_INE WA1UE, MANAGEMENT'
(. )t: l +'.t: ' it 1-id l t l ov e l;
The 1',w l;>''.„ ol- -I l i :s plan -i :; to provide gu.i-deiineS for carrying, out the
rf,tt 1' i..+10 operation and i-mainternance planned. work
kneeded Routine
okeep
piththis
swine
waste
1�,< naf-,:'lllon t sys 1 f'm f t ndtoning as
cf,nsde:r ed to he nr:>]'fll"Il good care of the system. Good maintenance adds
beatlty, , il^c•tul ness, mIcl permanence.
tt. 'Jasl... ', eal:.mc,rlt: 1,:1:Loon
1'�-+1 i t ine fill `t i n I:i'.)1 rtnco of the lagoon _involves the follow i r1F:- :
I be
10
I. Maint'(:'!]alto of:- a vegetative cove' on the embakment top and
side
1 1.,e: 1-y - 31. '",-tl_]. Fescue (100 lbs . /ac) or Common Bermuda (25 lbs .
/;-u) is lie i.i:1g .(stablished on these areas., Beginning in 1991 and
eio-it year 1 he'rdafter, the embankment should be fertilized with 800
r>. �l'nds of 1 0--10--10 per acre to maintain a vigorous stand.
1'`,i,t+'t:re i f-1 b.1:'.!. ii and trees on the embankment. This may bo donne hy
n':"•1i..nl_ , spraying, or chopping, or a combination of all +-)tree TlOs
vikY 1 le 1-,,, done at least once a year and possibly twice 1r1
yr::;>rs favorahle to heavy growth of vegetation.
r-9,tin1:t;nan(.o 11,s1:>e,trt-:.ions of the lagoon should be made during The i-nit atl
1 ] i.:•;g of I:hr .1.av)or.t and at lrlast annually. Items to be chocked
r)c,1.ltdo, :1.1 a minimum, the following:
;,+ ,, -; t f.. 1 1 11 -1. o i l>c;'.r-;
, .,lt,' 5„-. 'tl: l?:irke:"I
(1 ) r 1 C•'► t ion of r, >.i 1: ci
;ttrlt-_; i ► .Abl ' vegetative growth
h. floatirq or lodged debris
:3. 'Nohat)k-mc,lt
,t , sot:1" t..'rnr t, cracking or "jug" holes
side siti ,e; stability slumps or bulges
▪ eYosios
1-,>,1r•1 t

ene
tT,-1 int i'tt•;lwe ,'id 1;and application of: waste nutrients
Pttttlt'i-ne et wast:r, ;hall be on 180 da,r cycle. Permanent storage shall
t+empr"1 below elevat:ic'u lf'et in order to insure anaerob.ir:
n. 71.R
r,ittul r (+tt.;1 i 1 i )11::' need t.o hp evaluated prior to beginning irrigation.
Waste h. �u 1 r1 not t be applied to either saturated soils or to lands 01 t
; hi-cl, the soil •;,,.r.Face is frozen, since waste may run off t.o subsurface
r&ce
drainage y, t-nrns , Wind conditions should be observed to avoid drift
and '.prior preblermr. Subsurface outlets and downstream drainage shoul71
constantly monitored.
i' - 0.i lttt-lnl ,hpp 1 i c•-lt: 1 nn rates should consider tie intake capability of. the
1•:hl t i.nu1•�'7 r-r.i, I s that the waste is :applied On. For application on
(''r '(.n and 1.eue i. r, soils, the maximum application rate is 0.40 inches
,,; 1 hour with c:ee er and 0.30 inches per hour bare. Application rate on
77.71P-;t_:• n,:•1hes.
ir. irj; tt? 17l r I r, 1':(%!I:I should be Pna yZ(#d every year to determine its
t t'r ;r`rtt 'i.:ih: rat'.-, ll soil test of the area df application should be
t , insure the wa': I:e is applied as reasonably and
t'r ace'.. i t.:a i 1 v r r.; .E; i tale to recommended rates.
i et-( .,ltr•'t11 rl plan time and have appropriate equipment to apply the waste
,i.rt a timely i celw:i . Your facility .is designed for 180 days of storage.
There.f.orel, it will need to be pupped every six months. Pumping should
begin before liquid reaches elevation feet and stop at elevation
The t..Igven will he pre -charged prior to use of the lagoon for. waste
I .:rea i r,lnnt . '1'I' ' can be pumped from Swift Creek, Clayroot cana 1 .

1.
: )1-
:`;; • 42°'
fi
2511/2q !Ars gi-OfbiO\
•
1'14 Ir'11-!
1
1 I
;
fr:
i 1' ojAt
110:7
1 '1 1 1: I' 1, C I T - -
f.,1)::!i 0,016
. )1? 17.1.072 0.058
1 1-1 Ll TEN5FP
•1!". I f-11j0.15.11-1 OE I E r?;
I 'r""1'.1 iTIT111rIltilliPP-11/ '111
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0oetdwi.David Glover County; Halifax(
DATE: J 18-9I2
Distance to nearest residence (other than owner}: 1000 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) ., 1417 lbs. = 0 lbs
0 sows (farrow to feeder) 522 lbs. = 0 lbs
5600 head (finishing only) ;: 135 lbs, = 756000 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 756000 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at tne rate of 0,080 cu. ft. per year
of STEADY STATELIVE1E '
per pound WEIGHT in swine.
Years of sludge accumulation in design? 1.5
Sludge Volume = 90720.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
How (much odor control do you want to design for?
minimums = 1.0 cu. ft. per pound +SSLW
maximum = 3.0 cu. ft. per pound SSLW
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW t Design factor) + Sludge Volume
Total Volume =
4. NORMAL LAGOON LIQUID LEVEL
846720.0 cubic feet
Maintain normal lagoon liquid level at elevation 8.0 feet
Construct lagoon bottom elevation 0.0 feet
Lagoon sire (for normal lagoon liquid volume) using yrismodial formula
LENGTH WIDTH SSIENDI SS/END2 SSISIDEI SSfSIDE2 DEPTH
40(,,0 300.0 2.5 2.5 2.5 2.5 8.0
AREA OF TOP
LENGTH * WIDTH
400.0 250.0 120000.0 (AREA OF TOP(
AREA OF BOTTOM
Lb * r,b
360.0 266.6 9:6O1,4) AREA OF BOTTOM)
AREA OF MIDSECTION
(La*Wm) *4=
380.0 280.0 425600.0 (AREA OF MIDSECTION 3 4)
CU. YD. _ [AREA TOP + 14*AREA MIDSECTION) + AREA BOTTOMS * DEPTH/6
120000.0 425600.0 93600.0 1.333
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =
VOLUME NEEDED =
THE SURFACE DIMENSION. OF THE LAGOON AT NORMAL LIQUID LEVEL
35226i,7
FCU. i Ir
.
846720,0 CU, FT.
..r.r I.r.r, rce7 1 f11(^_ DV SAA r.CT Urn[

TOTAL REQUIRED TEMPORARY STORAGE
64. 181925.1 cubic feet
6B, 0.0 cubic feet
6C. 146322.7 cubic feet
6D. 73600.8 cubic feet
TOTAL TEMPORARY STORAGE 401848,6 cubic feet
7. DEPTH OF STORAGE REQUIRED ;ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon and pumpout pond
Depth required =
Depth required =
401849 cubic feet 120000 square feet t.
3.3 feet 7-r1e/teS .2S 1124 6i/ sdoem
Top of spoil elevation =
Normal lagoon liquid elevation =
Depth between •top of dike and normal lagoon liquid level =
Depth requtred =
Freeboard =
Total depth required =
3.3 feet
1.0 feet
4.3 feet
11.3 feet
8.0 feet
3.3 feet
NOTE: IF THE DEPTH BETWEEN TOP OF DIKE AND NORMAL LIQUID LEVEL IS EQUAL
TO OR GREATER THAN THE TOTAL DEPTH REQUIRED, THEN ADELUATE STORAGE
HAS BEEN PROVIDED.
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 11.3 FEET
ARE 416.5 FEET BY 316.5 FEET
E. LAND APPLICATION' OF SWINE ANAEROBIC LAGOON LIQUID
MINIMUM LAND AREA FOR LIQUID APPLICATION
GRAIN --GRAZED PASTURE-- HAYLAND
CEREAL CORN FESCUE ----TIFTON 44 BERMUDA----
RANGE CONTGRAZ
---ACRES PER ANIMAL UNIT CAPACITY --
farrow to finish
0 sows 0.260 0.180 0.130 0.096 0.081 0,066
farrow to feeder
0 sows 0.065 0.043 O.O32 0.023 0.020 0.016
finishing only
5600 head 0.023 0.015 0.012 O.O085 O.0O72 O.0058
THE TIME THAT WASTE CAN BE APPLIED IS IN THE OPEN SPACES
JANUFEBRMARCAPRIMAY JUNEJULYAUSUSEPTOCTONOVEDECE
CORN NNNNi1NNNNN NNNNNNNNNNNNNNNNNNNNNNN Ntl
FESCUE dNNNNN NNHiiidtr'ix'NNN NN
BERMUDA NN INNNNNNNNNNNNNNN NN N°INNNNNNNUNNN
NOTE: The fall application -on corn is only if there is a cover
crop established. If that covet crop will be harvested
then the acreage of corn may/ be reduced. A nutrient
budget will need to be prepared if this is the case.
Number of animals * Acres per animal unit = Acres needed for waste disposal
5600 0.012 - 69 ACRES
APR 4 3 2019
WSW

5. DIKE
Place spoil as a continuous dike to elevation 11.3 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length 4 Width =
416.5 316.5 131822 square feet
Pumpout Pond ')top of dike)
Length * '.Width =
0,0 0.0 0 square feet
Buildings (roof and lot water)
Length * Width -
0.0 0.0 0 square feet
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
131822 square feet
ISOi days.
Gar=.
Volume = 756000 SSLW * 0.01 gallon/lb. SSLW/day
in the pumping cycle / 7.48 gallon_ per cu. ft.
Volume = 181925,1 cubic feet
6B. Volume of wash water
180 days
This is the amount of fresh water used for washing floors or volume
of fresh :rater used for a flush systems. Flush systems that recirculate
the lagoon water are accounted for in 6A.
Volume =
'i gallons/day * 180 days in cycle 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
66, Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
Rainfall NOV. 1 to
Evapor.
Excess rainfall (difference)
MAY 1
Volume = 1 * DA l 12 inches per foot
Volume = 146322.7 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 6.7 inches / 12 inches per foot f DA
Volume = 73600.8 cubic feet
• 21.5 inches
• 8.2 inches
• 13.3 inches

9. APPLICATION BY IRRIGATION
Soil_ Crops
Application Rate inches per hour
Application Amount inches
NOTE: INFORMATION ON APPLICATION RATES AND AMOUNTS FOR VARIOUS
SOILS AND CROPS CAN BE FOUND IN THE SPRINKLER IRRIGATION GUIDE -
TECHNIAL GUIDE - SECTION II-G. EFFLUENT SHOULD BE APPLIED AT
A RATE SUCH THAT THERE IS ABSOLUTELY NO RUN-OFF.
DESIGNED BY: APPROVED BY:
DATE: DATE:

1
WORKSHEET EDENTON, N. C.
10/86
DESIGN DATA FOR SWINE WASTE MANAGEMENT SYSTEM
TAVCoo✓EQ
FARM — TOPP+,JG F100R
-14ALIF4X COUNTY
Distance to nearest residence (other than owner) >1000 feet
1. Steady State Live Weight
Sows x lbs. = lbs.
Boars x lbs. = lbs.
litters x pigs/litter x
lbs./pig = Ibs.
sows (farrow to finish) x 1417 lbs. = lbs.
sows (farrow to feeder) x 522 lbs. = Ibs
5,.QQ__head (finishing only) x 135 Ibs. = 34,00p Ibs.
Total Steady State Live Weight (SSLW) = J/17.5V I bs.
2. Required Liquid Volume of La:1oon
Volume = ? �QQIbs. SSLW x 1 cu. ft./lb SSLW x 1 cu. yd./27 cu. ft.
Volume = 26r33Q _cu. yds.
3. Normal La•aoorr LiAuid Level
Maintain normal lagoon liquid level at feet (above)(below)
average ground.
Lagoon size (for normal lagoon liquid volume) (from tables or -
calculations using prisrnodial formula)
Length __835_ft. Width /30 ft. Depth 8 ft. s:s2_S:1
Surface area c'f normal I i qu i d level :
Length _ R3E _ft. x Width 130 ft. = jO S Osq. ft.
Actual volume at normal lagoon liquid level _265 __ cu. yds.
(Actual volume must be greater- than required volume).
4. Volume c'f Lagoon to be Excavated.
Length 88S ft. Width 15O ft. Depth 12 ft.
IV
Depth (Bb5'x ien') + ('7I5(1( 90') ft4 ' (SZS'x IZo'))
Volume = (Area of top + area bottom + 4 x area of midsection)
6
Volume = 11-4._133cu. yds.
/ z7

5. Dike
Place spoil as a continuous dike at least ft. high around
the lagoon (and pump out pond, if needed).
6. Temporary Storage Required
Drainage Area:
Lagoon (top of spoil)
Length _' 8__ft. x Width !SO ft. = 1l250 sq. ft.
Purnpout pond (top of spoil)
Length ft. x Width ft. = sq. ft.
Buildings (roof and lot water)
Length ft. x Width ft. = sq. ft.
TOTAL DA = sq. ft.
Pumping cycle is to be !BO days.
6A. Volume of 25 year - 24 hour storm.
Volurne = 6.7 in. x 0.083:3 ft./in. x DA !28 250sq. ft.
Volurne = VSBE_cu. ft.
NOTE: Use 25 year-24hour- rainfall for your location from •
Engineering Field Manual, Chapter 2.
6B. Volume of rainfall in excess of evaporation. Use per- i tid of
time when rainfall exceeds evaporation by largest amount.
Rainfall ( ) to ( ) = 2).5 in.
Evaporation =
Excess rainfall (difference) =
Volurne = ��� in. x 0.0833 ft./in. x DA i2J.€Osq. ft.
Volurne = 142_07cu. ft.
NOTE: Above information can be found in "Weather and Climate
in North C:ar-o1 ina" Agricultural Experiment Station Bul-
letin 396. Rainfall data is in Table 1. Evaporation
is from Figure 12 or Figure 13 depending on location
which is most nearly like yours.

•.
6C. Volume of Waste Produced
Volume = 7L 5QQSSLW x 0.01 gallon/lb SSLW/day x !O days in
pumping cycle x 0.1337 cu. ft./gallon
Volume = 7-15,r,500_ I bs x 0.01 x i80 days x 0.1337
Volume = 172)192 cu. ft.
6D. Volume of Wash Water
This is the amount of fresh water used for washing floors or
volume of fresh water used for flush system. Flush systems
that recirculate the lagoon water are accounted for in 6C.
Volume = gallon/day x days in cycle
x 0.1337 cu. ft./gallon
Volume = '-0' cu. ft.
TOTAL REQUIRED TEMPORARY STORAGE
*6A. _ 5l8 cu. ft.
*68 . .lf Qgf _c u . f t .
6C. J ,12.z-_cu. ft.
6D. =11.— __cu. ft.
TOTAL ,CBSBS, cu: ft.
*Impounded lagoons and lagoons that do not have all outside water
diverted roust include volume contributed by additional area.
7. Depth of Storaae Required ( above normal 1 i qu i d elevation of lagoon),
Depth required = Volume of Temporary Storage divided by Surface Area
of lagoon and purnpc'ut pond
Depth = 385 57' cu. ft. / 1228 5p sq. ft.
Depth = 3.0 ft.
Top of spoil elev. t2.0 ft. Depth required 3.0 ft.
- Normal lagoon liquid elev. ___$_O_ft. + Freeboard __j..Q__ft.
Difference j-_0_ft. Tot. Depth req. _
NOTE: If the depth of storage plus one foot for freeboard does not
exceed the difference in elevation of the top of spoil and
normal lagoon liquid level, adequate storage has been provided.

S. Amount of Nitrogen Produced
N = 0.00048 lbs./day x Ibs SSLW x 365 days/year
N - I2,;_354._Ibs./year
From AGRICULTURAL WASTE MANAGEMENT FIELD MANUAL (AWMFM) Table 11-3
Nitrogen losses associated with anaerobic lagoon system and applying
on the surface of the land by spraying or liquid spreading (item
12).
Nitrogen losses = 75%
Nitrogen available = 25%
N = 125 35k lbs./year x 0.25
N = 31,331_Ibs./year
From AWMFM Table 11-6
The rate of nitrogen mineralization for effluent from an aerobic or
anerobic lagoon appreciably diluted is 49%.
N = 31,1_33L 1 bs . /year x 0.49
N = 15,:55"k_ l bs . /year- to be disposed
9. Land Application of Effluent for Nitrogen Disposal
Plant Nutrient Needs - Technical Guide - Section I -A Agronomy Ref.
and AWMFM Table 6-1
Plant Yield/Acre N Requirements
corn (grain) 100 bu. 90
corn (grain) 180 bu. 180
Coastal berrnudagrass 8 tons 300 -
Rate of Utilization
Plant
N available/N required
/ =
Acres

5
10. Application by Irriciation
Soils Crops
Application Rate Inches per hour
Application Amount inches
NOTE: Information on application rates and amounts for various
soils and crops can be found in the Sprinkler- Irrigation
Guide - Technical Guide - Secti•on II-G. Effluent should
be applied at a rate so that there is absolutely no run-off.
Designed: Approved:
Date: Date:

TRFATHEnr Volukte
IOTAL Vowm5
aqip LoR
c-- 1 oeP wev 1-CriZ-
o
€3Z, (4191"6 k 13°) + (9q5 x 90) (815 x 1101
Fic341
2Z 509 r, WILL 141014 I
I a I tol7T
LEN1714-
1SV
826: 17.0
47
127 /
LLEUS 154 A 10) 4-- ( 825 x 120)-]
1191‘00 FT /24
44/ 133 !rf25

�
`
.
�
OPERATION AND MAINTENANCE PLAN
___________
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storadb. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing np=nations, 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> exrems rainfall after evaporation' Also
included is storage for the 25 year - E4 hour storm for the location..
The volume of waste generated from a given number of animals will br�
fairly constant throughout tne year and from year to year, but excess
rainfall will vary from year to year. The 25 ypor 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 nnt installed at the elevation to
begin pumping, s permanent marker must be installed at this elevation
to indicate when pumping sou begin. should � in 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
"Mm~elevations for operating convenience as site conditions permitp such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching'
Land application of waste water is reco.nized as an acceptable
'method of disposaI. 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 fo]lcwing items are to be carried out:
1. It is strongly recommendod that the trpatment`'lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
sL=/ L-up. Pre -charging reduces the concert/at" pf thc initia]
waste entering the lagoon thereby reducing odors. Solids should ber
covered with effluent at all times. When prechargin0 is coMPlpt0,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filIing.
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
eaches the elevation 40.3 as marked by permanent marker. Stop pump-
/ ` Out when the fluid level reaches elevation 38'6 ' This temporary
storage, less P5 yr- 24 hr storm, contains 394388 cubic feet or
2950024 gallons'

T h ecommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0'3
itcl-i per hour. Refer to the waste utiIization plan for further details'
5. Keep vegetation on the embankment and ar�as adjacent to t�e
la,goon mowed annually. Vegetation should be fertilized as neede�
to maintain a vigorous stand.
6. Repair any eroded areas nr areaged by rodents and
establish in vegetation.
7. All surfece runoff is to be diyerted from the lagoon tn sta�le
outlets.
G}' Keep a minimum of P5 feet of grass vegetated buffor around
waste utilition fields adjacent to perennisl streams. Waste will
not be epplied in open ditches. Do not pump withtn 20 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manuer not to reach other property and publi� right-nf-ways.
9. The CIean Water Act of 1977 prohibits the ch�rge of
pollutants into waters of the United States. The of
Environment, Health, and Natural Resources, Division �f Environ-
mental Management, has the enforcing this l�w.