820336_Permit Renewal Application 2019_20190410

e
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0336 Certificate Of Coverage Number: AWS820336
2. Facility Name: Pig Trott Nursery
3. Landownees Name (same as on the Waste Management Plan): Pig Trott Farm Inc
4. Landowner's Mailing Address: 4137 Autry ille Rd
City: Autrvville State: NC Zip: 28318
Telephone Number: 910-385-5795 Ext. E-mail: ++cna,aol.com_
5. Facility's Physical Address: 4173 AMgMille Rd
City: Ajt r ille State: NC Zip: 28318
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Judy McLamb Smith
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Murphy -Brown LLC
Phone No.: 910-385-5795
Allowable Count
7,800
OIC #: 992356
Swine
Cattle
Dry Poultry
Other Tvpes
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
RECEIVEDINGD=WR
w6woublityr
Regional 0pe1'a#0nS Section

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
19.00
82-336-2
Apron, synthetic
5 Z '/ 1(,
56,263.00
29.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical sLecialist, 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]
REC nVSst'. •�:;rn�,le DWR
APR 0 3 2019
Wet oualiy
Regional Operations Section

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:_\, ,A__1__kV-% Title:
Signatu Date--�
Name:
Signature:
Name:
Signature:
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

Murphy -Brown, U C
Grower(s):
Farm Name:
County:
11/1712006 � ��tLa�7� , f.,. 2822 Hwy 24 Ale t
P.O. Box 85
Warsaw, NC 28398
AUTRIE T UTILIZATION PLAN
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Bobby Smith
Pig Trott
Anaerobic Lagoon
> 180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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 the waste
is to be applied.
This waste utilization 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,
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, orwhen the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5_ Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. 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 not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content_ and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ff, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
7800
Wean to Feeder
223 gal/yr
1,739,400 gal/yr
Feeder to Finish
986 gal/yr
gal/yr
Total 1,739,400 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
7800
Wean to Feeder
0.48 Ibs/yr
3,744 Ibs/yr
Feeder to Finish
2.3 Ibs/ r
Ibs/ r
Total 3,744 Ibs/yr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 12.37
Total N Required 1st Year: 3748.95
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 3,748.95
Total Nitrogen Produced by Farm: 3,744.00
Nitrogen Balance for Crops: (4.95)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

ilemp-tionArea Specifications
MR
3(a) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue- Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
0 Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
50 Ibs N / acre
50 Ibs N / acre
2.5 Ibs N / cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
40 Ibs N / acre / yr
Acres shown in the preceding table 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 due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/. r/animal Farm Total/: r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
7800 Wean to Feeder
0.072 561.6
Feeder to Finish
0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 561.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation list6d above.
If you remove the sludge every 5 years, you will have approximately 2808 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 9 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 22.464 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
T10373
1
NoB
B
0.5
1
T10373
2
NoB
B
0.5
1
T10373
3
NoB
B
0.5
1
T10373
4
NoB
B
0.5
1
T10373
5
NoB
B
0.5
1
T10373
6
NoB
B
0.5
1
T10373
7
NoB
B
0.5
1
T10373
8
NoB
B
0.5
1
T10374
9
NoB/WaB
B
0.5
1
T10374
10
NoB/WaB
B
0.5
1
6of8

Additional Comments:
This plan changes the bermuda from being hayed to being grazed.
7of8

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 MRCS 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 loss 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 irriaation ditch or canal. Animal waste
Page 7 of 10

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, 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 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 8 of 10

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Pig Trott
Owner: Bobby Smith
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Bobby Smith
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 KAy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
r
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Signature: < _ �'�u �� - j - C
8of8

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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
BMP's to Minimize Odor
Farmstead Swine production (,,)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ( )Dry floors
surfaces covered animals
Site Specific Practices
Floor surfaces Wet manure -covered
(✓)Slotted floors;
floors
(✓)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation Volatile gases (✓)Fan maintenance;
exhaust fans Dust (✓)Efficient air movement
Indoor surfaces Dust
Flush Tanks Agitation of recycled
lagoon liquid while tanks
are filling
Flush alleys
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
with anti -siphon vents
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled
points lagoon liquid while pits
are filling
Lift stations
Agitation during sump
tank filling and drawdown
Outside drain Agitation during waste
collection or water conveyance
junction boxes
End of drain Agitation during waste
pipes at lagoon water
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler High pressure agitation
nozzles Wind draft
AMOC -- November 11, 1996
( )Extend recharge lines to near bottom of
pits with anti -siphon vents
( )Sump tank covers
( )Extend discharge point of pipes
underneath lagoon liquid level
(✓)Proper lagoon liquid capacity
(V)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
(V)Irrigate on dry days with little or no wind
(✓)Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
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
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )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 (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
certify the aforementioned odor control Best Management Practices have been reviewed
with me.
a.I'v.oy
(Land ner Signature)
13

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() 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 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on Impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage {) 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. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage
Accumulation of feed
residues
() Reduce moisture accumulation within and around
Immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage 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).
MIC -- November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes Interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(La caner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

?), 33 (,
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q l0 _ 4 SLo - t SH 1
EMERGENCY MANAGEMENT SERVICES (EMS) q k b - 23a---.q9 lQ
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 10_ 5q+a- -19 U3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910- °i — —1R la 3
COOPERATIVE EXTENSION SERVICE (CES) to - 1 to I
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave 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 may 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 dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
--- d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number,
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Family Farms
.b. Contractors Address: P.O. Box 759, Rose Hill. N_C 28458
c. Contractors Phone: f910)289-2111
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910)289 - 2111
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.
9

Pl®rtality Management Methods Version —November 26, 2018_
When
Indicate which methods) will be implemented. v selec�',7g multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary
Secondary
Routine Mortality
®
S r'�' "ree feet beneath the surface of the ground within 24 hours of knowledge of animal
death. T he burial must be at least 300 feet from
any flowing stream or public body of water
(G.S.' 065-403). The bottom of the burial pit should be at least one foot above the seasonal
hlg" :'-•a,er table. Attach burial location map and plan.
-andfii; at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13S .02�^v.
Rerde!' ,C at a rendering plant licensed under G.S. 106-168.7.
Cor^oie`e incineration according to 02 NCAC 52C .0102.
®
A cor-posting system approved and permitted by the NO 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.
n
(�
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any met"od 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
(Writte^
health.
apprcvai by the State Veterinarian must be attached).
j� Mass Mortality Plan
LU,J Mass ;rortality plans are required for farms covered by an NPDES permit. These plans are
also r ccmmended for all animal operations. This plan outlines farm-speciflc 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
\Ieterinar,an.
• 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.
gnature of Farm Owner/Manager Date
Signature of Technical Specialist Date

1
Orzator:JACKIE SESSOMS County: SAMPSON Date: 11-2-98
Distance to nearest residence (other than owner): 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x 522
lbs. =
0
lbs
0
head
(finishing
only)
x 135
lbs. =
0
lbs
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
2600
head
(wean to feeder)
x 30
lbs. =
78000
lbs
Describe other :
0
lbs
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 280.0
Inside top width (feet)---------------------- 65.0
Top of dike elevation• (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 38.6
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 275.0 60.0 10.4
AREA OF TOP
LENGTH * WIDTH =
275.0 60.0 16500 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
223.0 8.0 1784 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
249.0 34.0 33864 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
16500.0 33864.0 1784.0 1.7
Total Designed Volume Available=90389.867 CU. FT.
APR 032019
WVwe Quality
Real vF1 overa onSSedon
fry vti.o,

5'. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
280.0 65.0 18200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 18200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 10616.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 10616.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 10617 cubic feet
5D. 10617 cubic feet
TOTAL 40281 cubic feet

G. - S JZ4ARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
2.5
: 1
Inside top length===========================>
280.0
feet
Inside top width____________________________>
65.0
feet
Top of dike elevation=======================>
50.0
feet
Bottom of lagoon elevation==================>
38.6
feet
Total required volume=======================>
118281
cu. ft.
Actual design volume========================>90389.867
cu. ft.
Seasonal high watertable elevation (SHWT)===>
40.8
feet
Stop pumping elev.__________________________>
47.2
feet
Must be > or = to the SHWT elev.==========>
40.8
feet
Must be > or = to min. req. treatment el.=>
44.6
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
63355
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
79773
cu. ft.
Volume at start pumping elevation===========>
79247
cu. ft.
Required volume to be pumped================>
29665
cu. ft.
Actual volume to be pumped==================>
15893
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
7. DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS

330 �(
Operator:JACKIE SESSOMS County: SAMPSON Date: 11-2-98 P<
Distance to nearest residence (other than owner): 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
0
The
0
sows
(farrow to
feeder)
x
522
lbs. =
0
lbs
0
head
(finishing
only)
x
135
lbs. =
0
lbs
0
sows
(farrow to
wean)
x
433
lbs. =
0
lbs
2600
head
(wean to feeder)
x
30
lbs. =
78000
lbs
Describe other :
0
lbs
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
97.0
Inside top width (feet)----------------------
65.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)------------
40.8
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
2.5 : 1
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.5 2.5 2.5 2.5 92.0
60.0 8.2
AREA OF TOP
LENGTH * WIDTH =
92.0 60.0
AREA OF BOTTOM
LENGTH * WIDTH =
51.0 19.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
71.5 39.5
5520 (AREA OF TOP)
969 (AREA OF BOTTOM)
11297 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
5520.0 11297.0 969.0 1.4
Total Designed Volume Available=24307.533 CU. FT.

5:. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
97.0 65.0 6305.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 6305.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 3677.9 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 3677.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 3678 cubic feet
5D. 3678 cubic feet
TOTAL 26404 cubic feet

6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
2.5
: 1
Inside top length___________________________>
97.0
feet
Inside top width=___________________________>
65.0
feet
Top of dike elevation_______________________>
50.0
feet
Bottom of lagoon elevation__________________>
40.8
feet
Total required volume_______________________>
104404
cu. ft.
Actual design volume________________________>24307.533
cu. ft.
Seasonal high watertable elevation (SHWT)===>
40.8
feet
Stop pumping elev.__________________________>
47.2
feet
Must be > or = to the SHWT elev.====______>
40.8
feet
Must be > or = to min. req. treatment el.=>
46.8
feet
Required minimum treatment volume=====______>
78000
cu. ft.
Volume at stop pumping elevation=====_______>
15554
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
20630
cu. ft.
Volume at start pumping elevation=====______>
20627
cu. ft.
Required volume to be pumped________________>
22726
cu. ft.
Actual volume to be pumped__________________>
5073
cu. ft.
Min. thickness of soil liner when required==>
1.4
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:JACKIE SESSOMS County:
SAMPSON
Distance to nearest residence (other
than
owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs.
0 sows (farrow to feeder)
x
522
lbs.
0 head (finishing only)
x
135
lbs.
0 sows (farrow to wean)
x
433
lbs.
2600 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 11-2-98
0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3 STORAG
Dc'z-vL �-x `I �
CcVkb',—(
4- ✓w7 �J=Laj;,
0 lbs
0 lbs
0 lbs
0 lbs
78000 lbs
0 lbs
78000 lbs
E VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 156.`5
Inside top width (feet)---------------------- 156.5
Top of dike elevation (feet)----------------- 50.D
Bottom of lagoon elevation (feet)------------ 40.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 151.5 151.5 8.2
AREA OF TOP
LENGTH * WIDTH =
151.5 151.5 22952.25 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
110.5 110.5 12210.25 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
131.0 131.0 68644 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22952.2 68644.0 12210.2 1.4
Total Designed Volume Available=141868.88 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
156.5 156.5 24492.2 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24492.2 square feet
Design temporary storage period to be 90 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs ALW * 1.37 gal/day 90 days
Volume = 71240 gals. or 9524.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 90 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
90 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 14287.1 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14287.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 9524 cubic feet
5B_ 0 cubic feet
5C. 14287 cubic feet
5D. 14287 cubic feet
TOTAL 38098 cubic feet

6. QUM.IARY
Temporary storage period____________________>
90
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
2.5
: 1
Inside top length___________________________>
156.5
feet
Inside top width____________________________>
156.5
feet
Top of dike elevation_______________________>
50.0
feet
Bottom of lagoon elevation__________________>
40.8
feet
Total required volume_______________________>
116098
cu. ft.
Actual design volume________________________>141868.88
cu. ft.
Seasonal high watertable elevation (SHWT)===>
40.8
feet
Stop pumping elev.__________________________>
46.8
feet
Must be > or = to the SHWT elev.====______>
40.8
feet
Must be > or = to min. req. treatment el.=>
46.8
feet
Required minimum treatment volume=====______>
78000
cu. ft.
Volume at stop pumping elevation=====_______>
94951
cu. ft.
Start pumping elev.====_____________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
127582
cu. ft.
Volume at start pumping elevation=====______>
12.6-171.Q.u-
ft.
Required volume to be pumped________________>
23811
cu. ft.
Actual volume to be pumped__________________>
31219
cu. ft.
Min. thickness of soil liner when required==>
1.4
feet
7. DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
� cam;►v-�. '� e�}^� . S ,^� �--�L� �. — �l �', � ao �'
L U ex 13 7 e i(-r'

li,.� - , -D ,4)(D xa%
4Ye, - f? x 6s-
10 6 �=
RECEIb&jp,V"-CgDWR
APR 032019
�*Quvi
Reg;�j°paMa.,�,

r
C-rowan: !Robby Smith Pig Trot Nursery
Address: 4.171 Aub)/ville Rd.
Autl)rville, NC 28329
County: Duplin
esigneo Y: 1<BW
Checked By: DSE
Date:
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM NFORMAT1,10N
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
100 Yr. / 24 I rr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMA.TON
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ Y
Does Operator Want Emergency Spillway? (Y/N)------------ N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
Storm Stor =
Temporary =
Permanent =
Total Volume =
Press ALT-C to Download
contour areas see sheet 2 of 7
--------------- Depth
--------------- 10.50 Ft.
--------------- 29.52In.
--------------- 54 In.
75017 (Cu.Ft.)
95387 (Cu.Ft.)
195000 (Cu.Ft.)
365,404 (Cu.Ft.)
DESIGN VOLUMES
75,089
(Cu.Ft.)
95,457
(Cu.Ft.)
221,879
(Cu.Ft.)
392,426
(Cu.Ft.)
01 /29/04
5200 Hd.
0
0
0
0
0
180 Days
8.5 In.
7.5 In.
7.0 In.
0
0
101.00
Ft.
1.0
Ft.
0.3
Ft.
3
:1 (H:V)
0.0
0.0
105.75
Ft,
95.25
Ft.
103.29
Ft.
101.25
Ft.
% REQ'D.
100.10%
100.07%
113.78%
107,39%
Min. Required Liner Thickness ------------------- 40 Mil HDPE
Lagoon Surface Area: (Inside TOD)------------------- 56,263 S.F

rower: .oat}�( 7EjyI:1L ;`eg Trot Hursery Designed By:
Address: 4-171 A.uti!vil€e Rd. Checked By: DSE
7�eatA�wille, G- 28329 Date: 01 /29/04.
County: Dupiirii Sheet 2 of 7
AG7UAL DESIGN- _VOLUME CALCULATIONS
LAGOON STA.GEAREA. VOLUME
Contour
Elevation (EL.
f,rea 3 F): Incr.
Vol. (Cu. FT)
Gumul. Vol. (Cu.
95.25
W,158
96.00
31,767
23,222
23,222
97.00
33,973
32,870
56,092
98.00
36,250
35,112
91,203
99.00
38,596
37,423
128,626
100.00
41,012
39,804.
168,430
101.00
43498
42,255
210,685
102.00
4.6,054.
44,776
255,461
103.00
4.8,680
47,367
302,828
104.00
51,376
50,028
352,856
105.00
54,142
52,759
405,615
105.75
56,263
41,402
447,017
These volumes were calculated using the vertical average end area method.
TOTAL READ VO
365,404
CF
CUMULATIVE
VOL.
ZONE VOL.
107.39%
END PUMP = = =
101.25
FT
221,879 CF
TR'MT
221,879
113.78%
START PUMP = =
103.29
FT
317,336 CF
TEMP
95,457
100.07%
MAX STORAGE =
104.75
FT
392,426 CF
STORM
75,089
100.10%1
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

31FOwer: Bobby Smith Pig Trot Nursery
Address: 4171 Autfyville Rd.
Autryville, NC 28329
Count,/: Duplin
MUHWUMI REQUIRED VOLUME CALCULATIONS
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
animal Type Capacity ALW = Total
Nursery
5,200
30
1.001
156,000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
Anima ype Capacity A cu. fi. Ib = Tota
Nursery
5,200
30
0.25
39,000
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,4.17
0.25
0
(Boars
0
400.
0.125
0
Total Required Sludge Storage Volume (cu. tt.)=
IQMI "Gra[Y. Storage VOIU1330:
Manure Production:
sy,UUU
IKBW
DSE
01 /29/04
ntlna! Type Capacity Slo. Period Jdayj = Total
Nursery
5,200
180
0.30
280,800
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
1801
4.00
0
Total Manure Froauction tgais.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
coU,buu
37,540
jAnimal Type Capacify Sto. Pehod )day) = otal
Nursery
5,200
180
0.20
187,200
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.60
0
Farrow to finish
1 0
180
9.50
0
Boars
0
180
2.70
0
Total t-resn water excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Box
IQI,LVV
25,027

Grower: Bobbv snnKhs R22 Trot i�urse[)r � Designed By: KBW' �I
Address: 4.171 Autryville Rd.. Checked By: DSE
j Autryville, NIC 28329 Date: 01/29/04
County: Duplin Sheet 4 of 7
Temporary, Storaga,
Rainfall in Excess of Evaporation.
Voi.=(Lagocrl Surface Area + Additional Drainage Area) " Rainfall / 12in./ft
Vol.= (56263 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft,
Tota:t E'eque radl Volume for Rainfall in Excess of Evap. (cu.ft.)= 32,820
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) '" 100Yr./24Hr. Storm(in) / 121n./ft.
\col.= (56263 sq.ft + 0 sq.ft.) a. 8.5 in. /12 in./ft.
To-taE R.equl!red Volume for 100Yr.-24Hr. Storm Event (cu.ft)= 39,853
"Heavy Rain`° Storage
Voi.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) / 12in./ft. )
\col.= (56263 sgS1 + 0 sq.ft.) 7.5 in. /12 in./ft.
Total RGqulred Volume, for "Heavy Rain" (cu.ft.) = 35,1164
(far Extended Periods of Chronic Rainfall) i
Additional Water Storage-.
No Additional Water Storage is Required
i
Total Required Storm Storage
(100 Yr. / 24. Hr. Storm + "Heavy Rain")_=
Total] Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Requilredl Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 365404 (CU.FT.)
75,017 (CU.FT)
95,387 (CU.FT)
195,000 (CU.FT)

.rcAv�er: Bobby Smith Pig Trot Nursery
Address: 4171 Autryville Rd.
Autryville, NC 28329
County: Duplin
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 100 yr/24. hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End hump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
zrp- "Iftillsi
Designed By:
Checked By:
Date:
Sheet 5 of 7
TOTAL. DESIGN VOLUME _ 392426 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth ----------
KBVV
DSE
01/29/04
105.75
FT,
Not A
Applicable
104.75
FT.
103.99
FT.
103.29
FT.
101.25
FT.
96.48
FT.
101.00
FT.
95.25
FT.
Not
Applicable
Not
Applicable
3:1
H:V
56,263
SF
40 Mil
FT.
1.00
FT.
180 Days
6.0 FT.
2.0 FT.
2.6 FT.
10.5 FT

GROWER: Bobby Smith Pig Trot lbersery
ADDRESS: 4171 Autryville Rd.
Autryville, NG 28329
COUNTY:
_ DEStGKIED SY: _ KEV,,j,�
[SATE: 0 k2g1N4•
SHEET-11 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for wraste treatment (permanent storage) and I Siff days, of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, went ter, flusrhin
operations, and the: amount of fresh water added to the system.
The designed, temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 100 year l 24 hour storm for the location,
(8) and, if applicable, an additional "heavy rain" storage volume for chronic rainfal[
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The I CG year rainfall will riot be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge Heist be installed in the lagoon that indicates the start pumping and s r.op
pumping levels. The start pumping level is the maxim liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as Site
conditions permit, such as weather; soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to cane -half the treatment volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all tunes. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends,
sampling and testing of waste before land application.
l_ _ --
Murphy -Brown, !1C Engineering
P. o. Bax 856, Warsaw NC 28398
(910) 29-3-34.34

V
GROWER: Bobby, Smith Pig Trot Nursery DESIGNED BY: KB V
ADDRESS: 4.171 Autryvifle Rd. CHECKED BY: DSE
Au"il1e, KG 28-329 DATE: 01/29104
COUNTY: Duplin SHEET 2 OF 2 -
3. Begin temporary., storage pump -out of the [a.gaoln when the fluid level reaches the
elevation 103.29 as marked by the staff gauge. stop pump -out when the fluid level
reaches elevation 1101.25. This temporary storage, less 100 year/ 24 hour storm,
contains 95457 cubic feet or 714019 gallans.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recornmended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation an the en.-ibankmentand areas adjacent to the lagoon mowed
arinualiLy. Vegetation should be fertitized as needed- to maintain a vigorous stand.
6. Re -pair any eroded or damaged, areas and estabtish in vegetation.
7. All surface runoff is to be diverted frorn-1, the lagoon to stable outlets.
S. Keep a minimum of 75 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do. not pump within 200 feet of a, residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property, and public
rights -of -way.
9. The Clean ater Act, of 19.77 prohibits the discharge of pollutants into waters
of the United States. Waste shalt not be discharged into surface waters, drainageways,
or wetfands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Divisic-n of Environmental Management,
has the responsibility for enforcing this lain.
Mutphy-Brown, LLC Engtheenng P. 0. BOK 8w, Warsaw KC 28398 [phone]