310305_Application_20240311

ROY COOPER
cot re nor
ELIZABETH S. BISER
RICHARD E. ROGERS, JR.
Direrfor
�.n V
NORTH CAROLINA
Environmental Quality
John C Byrd February 12, 2024
8R O Farm
1770 W Ward's Bridge Rd
«'arsaw• NC 28399-8820
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, 2024. In order to ensure Your continued coverage under the State Non -Discharge General
Permitsyou must submit an _application for permit coverage to the Division of Water Resources DWR , b A ril 3 2024.
Enclosed You will find a "Request for Certificate of Coveraple for FacilitX-furrently Covered by an Expiring State
Non-Discha a General Permit." The application form must be corn letcd signed by the Permittee and returned to the DWR b
April 33 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.o erations de .nc. ov
phone: [phone]
Please note that you must include one 11 cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and Signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.degpc.gov/animalpermits2O24. General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
�
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
North Corolizz Beprtmeat atatiroameaul Qutiitl 1liruian oMter Rcaurces
�4. F11 Xarth 5.1kbnrc 5treel 1436 Mail $uric*Centtr Reltyth,North Ciroliai 27699-1636
�— - 919.79'➢12➢

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, 2024, 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, 2024.
Please do not leare anjp question unanswered Please ver jy all inforntarlon and make any necessar3, corrections below.
,9PP"Cation must be signed and dated by the Permittee.
I. Certificate Of Coverage Number: AMLsjjo 0
2. Facility Name: B$&gym;
3. Permittee's Name (same as on the Waste Management Plan): John C Byrd
4. Permittee's Mailing Address: 1770 W Ward's Bridge Rd
City: Warsaw State- NC
Telephone Number: 910-290-3077 Ext. E-mail:
5- Facility's Physical Address: 1769 Wards Bridge Rd
City: Warsaw State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
S. Farm Managers telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Nicholas Ryan Herring Phone No.: 919-922-2854
11. Lessee's Name (if there is not a Lessee, write "None"): , Wr
12. Indicate animal operation type and number: �+
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 5,200
operation Tvnes:
Shine
Cattle
pry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Ulean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
We[ Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28398-8820
Zip: 28398
OIC #: 1007697
Othe r—woes
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

1 3. k%,ste Iremmeni Lagoons. Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessarN corFections and provide missing data.)
Structure
Name
�2
Structure Type l:stima[ed LirierT}pe estimated Design Freeboard
tl. goon'Digeslerr bate (CIaS.Syntheiic. Capacit)Surface Area "Redline"
WSPI Built Unknown) (Cubic Feet) (Square Feet) (Inches)
lagoon 9/22/1993 Fun. clay 125.100.00 18.750.00 t9.tt0
Lagoon 12/7/I995 lull, cla} 133,95G.U0 23.716.00 19.00
Submit one (1) copy of the Cer"'" Animal 11'aste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below,
1-he CA11WNIP must include the following components:
1. The most Waste Utilization Plan (WUP), Signed by 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
3. 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. Lagoo tv 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.
5. 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. solids separators, sludge drying system, waste transfers, etc.)
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.

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FJlurphY,Brown, LLC 11/27/2006 2822 Hwy 24 West
P. O. Box 856
{
Warsaw, NC 28398
�. NUTRIENT UTILIZATION PLAN
Grower(s):
Farm blame:
Oliver Outlaw/John Byrd
B&OFarm
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
5200
Feeder to Finish
Storage Structure:
Anaerobic I
Storage Period:
>180 days
Application Method:
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, or when 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 wi11 conserve nutrients and reduce odor problems.
�— 1 of 8

i , : _
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, ft3, tons, etc.):
Ca aci Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gallyr
Farrow to Feeder
4015 gallyr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
5200
Wean to Feeder
223 gallyr
1,159,600 gallyr
Feeder to Finish
986 gal/yr
gallyr
Total 1,159,600 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced perAnimal Total
Farrow to Wean
5.4 Ibslyr
Ibslyr
Farrow to Feeder
6.5 Ibs/yr
lbslyr
Farrow to Finish
26 Ibslyr
Ibslyr
5200
Wean to Feeder
0.48 lbslyr
2,496 lbslyr
Feeder to Finish
2.3 Ibslyr
Ibslyr
Total 2,496 Ibslyr
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: 45.48
Total N Required 1st Year: 7409.2
Total N Required 2nd Year: 5602.85
Average Annual Nitrogen Requirement of Crops: 6,506.03
Total Nitrogen Produced by Farm: 2,496.00
Nitrogen Balance for Crops: (4,010.03)
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 o18

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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 interpianted 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 definitely 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
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Q
, �P.ine Trees
; �IVAW .ran WA, (1�a
f_bs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N 1 bushel
12 lbs N / ton
0.12 lbs N 1 lbs lint
50 lbs N / ton
50 Ibs N / ton
1.3 lbs N / bushel
2.4 lbs N 1 bushel
50 lbs N I acre
50 lbs N 1 acre
2.5 lbs N / cwt
2A lbs N / bushel
4.0 lbs N 1 bushel
40 lbs N 1 acre / yr
%As lbs, � 10.Z+
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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Totallr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
5200 Wean to Feeder 0.072 374.4
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 374.4 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 1872 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 6 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 14.976.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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soli
Application Rate
Application Amount
_ Tract Hydrant Type
Crop
inlhr
* inches
3120 A GoA
D
0.4
1
B GoA
D
0.4
1
C WoA
D
0.4
1
D WoA
D
0.4
1
E WoA
D
0.4
1
F WoA
D
0.4
1
G AuB
D
0.6
1
H-1 AuB
G
0.6
1
H-2 AuB
G
0.6
1
1-1 AuS
G
0.6
1
1-2 AuB
G
0.6
1
J AuB
D
0.6
1
K AuB
D
0.6
1

.,�. Additional Comments:
This plan is written based on a two year crop rotation.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: B & O Farm
Owner: Oliver Outlaw/John Byrd
Manager:
Owner/Manager Agreement:
Uwe 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. llwe 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.
Uwe 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: Oliver Outlaw/John Byrd
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Amy E. Roberson
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
6,
-al-a
Date
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
maybe applied to land eroding at more than 5 tons per acre per year but less,than 90 tons ,
per acre per year provided grass filter strips are Installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring punted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

ji 6
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

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Operator:
Oliver Outlaw
County:__ _________ _________ _________ ________>
Duplin
Date:====
########
Dist.to nearest residence (other than owner):
ft.
sows (farrow to finish):___ _________ ____====>
sows (farrow to fee eder):===
head (finishing only)
0
sows (farrow to wean):_____
head (wean to feeder):_____ _________ ________>
26D0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)===____>
1.0
25 Year - 24 Hour Rainfall (in.)-==_=_______>
7.5
Rainfall in excess of evaporation (in.)===__>
7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====_====_>
Temporary storage period (days)_____________>
180
Freeboard(ft.):____________________________>
1.0
Side slopes (inside lagoon):_____________=__>
2.5
1
Inside top length
136.0
Inside top width (ft.):==___________________>
151.5
Top of dike elevation
42.5
Bottom of lagoon elevation (*ft.):==_________>
28.5
Seasonal high water table(SHWT)-elev.(ft.):=>
38.0
Total required volume:====_ __> 121945
cu. ft.
Actual design volume:______ ________> 150554
cu. ft.
Stop pumping el.(> or = to 38.0 ft.SHWT)>
38.5
ft.
(> or = to 34.5 ft.Min.)
Required minimum treatment volume: 78000
cu. ft.
Volume at stop pumping elevation: 98998
cu. ft.
Start pumping elev.:===_____________________>
40.8
ft.
Volume at start pumping elevation: 137457
cu. ft.
Actual volume less 25yr-24hr rain: 137677
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 31067
cu. ft.
Actual volume to be pumped:==> 38459
cu. ft.
f¢.

OPerat or:OLIVER OUTLAW Cot-trit:y: DI- PLIN
Distance t c,r�F .4t residence i.clence (0 Lher than t owner).
1. {STEADY CM!ITC_ LIVE WEICI-IT
Date: 09/22/93
100o.00 Feet q6-0
0
,O)"m
tfay-row to
Finish)
:: 14.17
lbs. -
t:)
lbs
c
7Ns
to
Feeder-)
w 522
lbs. -
0
lbs
0
hcrad
(fiinishir-tg
c,r'lly)
:: 135
lbs. =
0
lbs
,
�
lbs
26C)0
[jear.•I
(S'Veall to 'f+C-'.e>_I:fit'")
30
lbs. s. -
78000
l b s
TOTA1_ STEADY STATE LIVE WEIGHT (SSLW) = 78000 1 b
2. I1 I N I MUN REQUIRED Tr� EF-lTVIENT VOLUME OF LAGOON
L'c:,1.t.Anlrs ::- 4 )r.)ii lbs. SSI..-W x Treatment VCale..trne(C:F)/lb. SSLW
Tr-eatrtln)-rt Vr, l ume (CF) / lb . SSLW= 7El0:)00 C:F/ l b . SSLW
`•1CJ l.t_ttr 2 = 78C)OO cubic 'fee.
J. STORAGE: VOLUME FOR SLUDGE ACCUMULATION
V
�, r, ]. tarrte= -- t�) . c:xt) r� t..tla i c feet � U
�.-1'C:1'l"Al_. DESIGN VOL_UI'iG:
Inside top l.cmgth 150.04)
Feet
Inside top width
125.00 feet
Trip of ci i Ise ;at, elevation
46. 00
-Feet;
Freeboard 1.30 feet Side
slopes
r. 0: 1 (Inside
lagoon)
l"otal. tic -sign I-Agoc'n liquid
level zkt:
elevation 44.7ta -f eet
Dcitton, of lc:tgc,on elevat;io)-1
32.50
-feet;
Se,asclt�31 high water table elevation
4'j-.++MT'Fee
M.
38.02
Total design, vDll.Lme using prismoi.dal
fUr'rrlt.-tlx-:t
,:iS/END1 SS/EIk1D2 :,S/ SIDE1
9�3/161DE2
•L€ NGTH WIDTH
DEPTH
2.5 2.5 2.5
2.50
1 4e-3 .5 110.5
12.20
AREA OF TOP
LENGTl-1 * W I DTI-•1
143.5 1.18.5
AREA OF Y-30TTOM
LENGTH * WIDTH =
82.5 57.5
17005 ( AREA OF TOP)
4}74}4 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH as WIDTH 4
1.13.0 58.0 39776 ( AREA OF MIDSECTION * 4). )
CU. FT. = EAREA TOI=` `t' (4*AR A MIDSECTIONi + AREA BOTTOM] DEPTI-1/6
1'70 i4-., 9 39776.00 4745.7 2.(.
VOLU11E OF LAG30O d AT -TOTAL DESIGN LIQUID LEVEL 185 l oo CU . E- T .

i
5.
5A .
B.
5C: .
I.
TEN1PbRARY STORAGE REQUIRED
DRA I INIAGE AREA:
Lagoon (top of cl i=:e ?
Length width =
150 o :125.0 iR7 5o.0 square feat
Buildings (roof and lot water)
Length * Width
0.00 0.00 0.0 square feet
TOTAL DA 18750.0 square feet
Design temporary storage period to be IE30 days..
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.Of) 136
vo lt.une == 79000 Lbs. 83LW * CF" of Waste/Lb./Day 100 days
VOltime =- 19094 cubic feet
Volume of bash water F
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculait
the lagoon water are accounted for in 5n.
Volume = 0-0 gallons/day 180 days storage/7.4e gallons
VC, IUMa = 0.0 CUb is -feet per CF
Volume of `rainfall in excess of evaporation
Usk- Period of time when rainfall e`•.ceeds evaporation by largest amour -it
180 clays excess rain —fall — 7.0 inches
Vc,It..tme 7.0 in * DA / 12 inches per foot
Volume = 1 0173 7. 5 ct_th i.c feet

5D. Volume Of R5 year -, 24 hour storm
VDIUMG? = 7.5 inches i 12 iiy ches per foot * DA
Volume 11718.8 CU ir_ feot
TOTAL Tti€ QUIRE- TEMPORARY STORAGE:
,�A. 190e4 cubic feet
5D. c_t cubic feet
!iO.. 10938 cubic feet
5D. 11719 cubic fee-t
TOTAL_ 41751 cubic 'feet
6. SU1111IARY
Tc-.rtal required volume 119751 cubic -feet
-natal design volume avail. 125100 cubic -Feet
Hin. req. treatment vc,lume plus sludge accumulation 7(3Cft,��j Cubic -fc
At elev. 41.60 feet ; VoWme is 78431 cubic feet (end pumping)
1"cital design volume less 25yr- 24hr storrii is 113381 cubic -feet
(1{: elev. 4 3. ofeet Volume is 111911 Cubic -feel; (start pl-tilrping
3 9.02 A8
Seasonal high Gutter -1- %ble eIevatictn 1przr— __r''fee�t
7. T�1 :3If €u1 1aY:r{�PPROVFD BY:
c�
1)A-TE: DATE: I/
SCS' DOES NOT CERTIFY
rl��'T E_1.= Al i Ai €-IUD Wf� STD t 1 r I1, 2A'T 11>�1 PLAN THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT

Operator: _________ _________ _________ ________> Oliver Outlaw
County:__ _________ _________ _________ ________> Duplin
Dist.to nearest residence (other than owner):
ft.
sows (farrow to finish):___
sows (farrow to fee eder):___
head (finishing only):_____ _________ ________>
0
sows (farrow to wean):_____
head (wean to feeder):====_ ________ ________>
2600
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)=======>
1.0
25 Year - 24 Hour Rainfall
7.5
Rainfall in excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days)=============>
180
Freeboard
1.0
Side slopes (inside lagoon):================>
3.0 1
Inside top length
154.0
Inside top width (ft.};_____________________>
154.0
Top of dike elevation (ft.):==________-W====>
105.2
Bottom of lagoon elevation
95.2
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== ========> 125705
cu. ft.
Actual design volume:====== ========> 133956
cu. ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
101.5 ft.
(> or = to 101.2 ft.Min.)
Required minimum treatment volume: 78000
cu. ft.
Volume at stop pumping elevation: 81053
cu. ft.
Start pumping
103.3 ft.
Volume at start pumping elevation: 114953
cu. ft.
Actual volume less 25yr-24hr rain: 119134
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 32882
cu. ft.
Actual volume to be pumped:==> 33900
cu. ft.

N-o;#-z
ierator.OLIVER OUTLAW County, DUPLIN Date. 12/07/95
,s1,...:nce to nearest residence ( other than owner) : 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 saws (farrow to feeder)
0 head (finishing only)
0 sows (lax -row to wean)
2600 head (wean o feeder)
Describe other
x 1417
lbs. =
0
lbs
x 522
lbs. =
0
lb--
x 135
lbs. -
0
lbs
433
lbs. -
0
lbs
x 30
lbs. -
78000
lbs
--
0
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 76000 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume(CF)/lb. ALW =, 1 CF/Ib. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
I
Inside top length (feet) ------ ;-------- 154.0
Inside top width (feet) ------- _-----__------ 154.0
Top of dike elevation (feet)----------------- 105.2
Bottom of lagoon elevation (feet)------------ 95.2
Freeboard ( feet) -------------- ------------------ 1.0
Side slopes (inside lagoon) --- --------------- 3.0 1
Total design volume using prismoidal formula
SS/END1
SS/END2
SS/SIDE1
SS/SIDE2
LENGTH
WIDTH
3.0
3.0
3.0
3.0
148.0
148.0
AREA OF TOP
LENGTH WIDTH =
148.0 148. 0
AREA OF BOTTOM
LENGTH * WIDTH =
94.0 94.0
21904 (AREA OF TOP)
8836 (AREA OF BOTTOM)
78000 lbs
DEPTH
9.0
AREA OF MIDSECTION
LENGTH WIDTH * 4
121.0 121.0 58564 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) f AREA BOTTOM] DEPTH/6
21904.0 56564.0 6836.0 1.5
Total Designed Volume Available = 133956 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAIMAGE AREA:
Lagoon (top of dike)
Length * Width =
154.0 154.0 23716.0 square feed.
Buildings (roof and lot waters
0.0 square feet Describe this area.
TOTAL DA 23716.0 square feet
Design temporary storage period to be 180 clays.
s
�. 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
.1 , Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
s. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by Largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 1? i►zches per foot
Volume = 13834.3 cubic. feet

<� Volume of 25 year - 24 hour storm
Volume = 7.5 incises / 12 inches per foot * DA
Volume = 14822.5 cubic' feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
13834
cubic
feet
5D.
14823
cubic
feet
TOTAL 47705 cubic feet
SUMMARY
Temporary storage period=====___----_____-_-_>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall=====-__-_________>
7.5
inches
1.0
feet
Side slopes==__________________________.____
3.0
. 1
Inside top lengtri===__________________.___-_>
154.0
feet
Inside top width____________________________
154.0
feet
Top of dike elevation=======----_y==_===-===>
105.2
feet
Bottom of lagoon elevation==- =>
95.2
feet
Total required volume====------------------->
125705
cu. ft. �
Actual design volume========================>
133956
cu. ft.
Seasonal high watertable elevation (SHWT3===>
96.7
feet
Stop pumping eiev.=_________________________>
101.5
feet �+
Must be > or = to the SHWT elev. =____==__=>
96.7
feet
Must be > or = to min. req. treatment el.=>
101.2
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
81053
cu. ft.
Start pumping e1ev.==----------------------_>
103.3
feet
Must be at bottom of freeboard & 25 y'r. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==>
119134
cu. It.
Volume at start pumping elevation===========>
114953
cu. it.
Required volume to be pumped=====-----___-__>
32882
cu. ft.
Actual volume planned to be pumped==========>
33900
cu. ft.
Min. thickness of soil liner when •required==>
1.5
feet
DESIGNED BY: APPROVED BY :
DATE; DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTIL12ATION PLAN
G01HENTS
s

Volume of 25 year - 24 hour storm
Volume = 7.5 inches f 12 inches per toot * DA
Volume = 14822.5 cubic' feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
SB.
0
cubic
feet
5C.
13834
cubic
feet
5D.
A823
cubic
feet
TOTAL 47705 cubic feet
SUMMARY
Temporary storage period============_==----=>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==________________>
7.5
inches
1.0
feet
Side slopes=====_________--------------------?
3.0
. 1
Inside top length===W-====-------=====T=-__-}
Inside top width===--- -_>
154.0
154.0
feet
feet
Top of dike elevation========---------======>
105.2
feet
Bottom of lagoon elevation__________________>
95_2
feet
Total required volume=======================>
125705
cu. ft. #
Actual design volume====-====-________..__ ._,>
133956
cu. ft.
Seasonal high watertable elevation 4SHWT)===>
96.7
feet
Stop pumping elev.__________________________>
101.5
feet
)lust be > or - to the SHWT elev.=--====--=>
96.7
feet
Must be > or = to min. req. treatment el.=>
101.2
feet
Required minimum treatment volume===========>
76000
cu. ft.
Volume at stop pumping elevation============>
81053
cu. ft.
Start pumping elev.______________________..-_>
103.3
feet +�
Dust be at bottom of freeboard & 25 yr. •rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
119134
cu. ft.
Volume at start pumping elevation===========>
114953
cu. ft.
Required volume to be pumped==========-----=>
32882
cu. ft. +�
Actual volume planned to be pumped==========>
33900
cu. 1t.
Min. thickness of soil liner when required==>
1.5
feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
a

' �_JPORAR'Y STORAGE RE2LIIRED
DRAINAGE AREA;
Lagoon (top at dike)
Length. * Width =
154.0 154.0 23716.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 23716.0 square feet
- Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 235 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 160 days
Volume = 142480 gals. Or 19048.1 cubic feet
�. Volume � of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
r. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * IAA / 12 inches per foot
Volume = 13834.3 cubic feet

System Calibration
Information presented in mwiufacturer"s charts are based on average operation
condifiions with relatively rearm equipment: Discharge rates and app[lcaton rates change
over tir= as egtdpmet geiaaar older and componenft wear. In particular, PumP wear Wd5
to reduce operating pmaure and flow. With oorWued use, male wear results in an
increase in the nozzle opening which will inorrase to dlsohWP rste while decreasing the
wetted diameter.
You should be aware the# opaa>AM the ism differently than assumad in the design will
after the application rate, die Teter of coverage, and subsequently the appliaUion
uniformity. For example, operating the system with eoOas d" pure results in smaller
reater pOWW for drift, and accelerates WON of the sprh*jer n�• CWgging
of re Increase. Plugged intakes or crystai[kWan of maalnWIMs
of r�ie8 can result h bek w design p gay reduces the
will reduce operating 'aOPWIft n uniformity.
coverage diameter and appliicaxii
For the Wxwe reason, you should csalibnde your equ*M # an a "Wu basis to ensure
proper solcas m rates and uniformity calibration at lead once emery Huse years Is
recommended. Calibration irwohres acolla3ffing and measuring flaw at swami IoCatione In
the application wea. Any number of cordsirAM can be used to COW flow and
determine the SppC>cation prate• Rain 9BU908 worts best because they akeady have a
fm
graduated scab from which to read the application amount without having p�
graduated
ralculafio m which
er, Pans. phsilc buc ksts. Jam, or anythino w� a uniform
opening and c ross4ecdon can be used provided the liquid coNactad can be ea ity
transferred to a scaled container for measuring.
For stationary sprinidefs, collection containers should be located rarxkff* throughout
the
applies area at several C111h nvss from sprinMrs• For tnavefng guns, sp
should be located along a fh r"d perpendimAw to the direction Of pull. Set cut
collection containers 25 fleet apart along go transed on Moth sides applun cart. You
on rota for all nonunif Mft icaticn. On a
should Compute the average Of more fhan 30 pwwnt is cause for concern.
windless day, variation ba>aiween containers
You should contact your Irrigation dealer or technical epec>sitst tfar >asststance.
•R9prit W for Ceram Tta1+ft f., OPT$ of Mmel Waste Wnagamwd SY*= Manud

OPERATION & MAINTENANCE PLAN
Proper lagoon management shouk be a year-round priority. It is especially inportant to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capsoity ehouid be ayslWdAe in the lagoon for periods when the r+ecsivtng crop is
dormant (such as wintertime for bermudagrsss) or when tsars are extended rainy spills such as a
tturnderstorm season in the summertime. This means that at the first sign of plant growth In the
liter winter 1 early spring, lrrigeVon acmdkV to a farm W=le management plan should be done
whenever the land In dry enough to raoeive lagoon liquid. This will make storage space availaabIs In
the lagoon for future wet periods. In the Mile aumum I early fail the lagoon shouWshould pumped
down
in
to the low marker (see Figure 2-1) to allow for winter storage. Evart
n%idntarhe the lagoon close to to minimum liquid WM as long as the weather and waste Nation
plan will disco it.
Waiting until the lagoon has reached Its matdmum storage capacity bsf m stetting to irrigated does
not leave room for storing excess water during *ttnded wet pemxJ& Overflow from the iscoon for
any renw exoW a 25-year, 24-hour storm is a violation of state law and subject to PDrAft action.
The routine maintenance of a lagoon invOhm the following:
Maintenance of 8 vegetative raver for the dam. Fescue or common bermudagtaas
am the most common vegebths covers. The vegetation should be fereach
year, N needed, to maintain a vigorous stand. The amount of fertilhod apptisd
should be based on a soils test, but in the event that It is not praf-HIP to 011311131111 a
soils test each year, the lagoon embankment and surrounding arm should be
fermtzed with Sao Pounds per acre of 10-7o-io, or equivalent.
Brush and tress on the embankment must be controlled. This rimy bed ne This
mowing, spraying, �;ng, u
, or a combination of tre p
shooid to dons at least once a year and possibly tvrice in YOM OW "a9m
conditions we favomabie for heavy vegetative WWII.
NOTE: If vegetation Is controlled by spraying, the herbicide must not be allowed to enter the
UWW
wafter. Such chemicalia could ham the b=WW in the boon that arse trashing the waste•
Maintenance MA at least months of the critre n
after major ralmfW and storm edits- ibm. fA be chocked should imckide.
as a minimum, the 11010wing:
Waste kM Ptpea, Rs Pipes. and Overllt w !Pl[ses — Wk for:
1_ separation of joints
2. cracks or breaks
$, accumulation of soft or minerals
+4. overal condiOn of Pipes

Lagoon surlince -- look for,
1. undesirable vegetative growth
2. floating or lodged debris
Ernbanla lit -- took for.
9. settlement, caacldng, or `jug' hobs
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
S. rodent damage
Larger lagoons may be subjed to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation wlU reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon eldewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erodon and weakening of the dam. if your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary foc if there Is a
threat of a waste diedwrge. However, a permanent solution should be ravbNed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with poieatialiy serious consequences and siwuid riot be conducted unIm
recommended by an appropriate technical expert.
Trardftr Puaepa -- check for proper o xmMon of:
1. mayding pumps
2. Irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump Is to need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system mainhmance at a time when your lagoon Is at its low level. This will
alloy some safety time should major repairs be required. Having a nearly full Lagoon Is
not the time to think about switching, repairing, or borrowing pumps. Probmbly, If your
lagoon Is full, your neighbor's lagoon is fail also. You ahoW consider maintaining an
Inventory of spare parts or pumps.
Surface water diversion features are designed to carry ad surface drainage
waters {such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatinent or stole
1, ums. The only v star that should be coming fr M your lagoon is that
which comes from your flushing {washing) sysivem pipes and the rainfall that
tits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. dw*on rapadty
3. ridge berm height

Identified problems should be corrected promptly. it is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when resin Is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
gyve you an kho of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrlgaetion applyions and storage. If your lagoon rises exoesslvely, you may
have an overflow problem from a surface waW diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
startup:
1. Immediately after consftKftn establish a complete sod cover an bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at ll=t huff full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe a Bender on the and of the
pipe to mans of sdischarge filling
or another
kNft Incoming water to avoid Ion of the lining.
4. When possible, be& loading new lagoons in no spring to mwdm®e bacterial
establishment (due to wormer weather).
S. It is recommended that a now lagoon be seeded with sludge from aar healthy
working swine lagoon In the amount of 0.25 perced of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
B. Mslntaain a periodic Check on the taapoon pH. if the pH fails below 7.0, add
agricultural lime at the rate of I pound per 1000 cubic feet of lagoon liquid volume
unfit the pH rises above 7.0. OplImum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lank of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical speciataltst is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frracluently and regularly that wastewater Is added to a lagoon, the batter the
lagoon will function. Flush systsms dud wash waste Into the lagoon severed times daily
are optimum for treatment. Pit recharge systems, In which one or more buildings, are
drained and recharged each day, also work well.

Practice water conservation -- minimize building water usage and sWfte from
leaking waterers, broken pipes and washdown through proper maintenance and winter
conservation.
• M'inimire feed wastage and spillage by keeping feeders adjusted. This vAM reduce the
amount of solids entering the moon.
Nlanagemnt
Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
! Place visible markers or stakes on the lagoon bank to stow the minimum liquid level
and the maximum liquid level. (Figure 2-1).
s Start irrigating at the earliest possible date in the spring bassi on nutrient
requirements mid sail moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide mti dnunn lagoon store for the winter.
The lagoon liquid level .sfrotrtd never be closer than 1 foot to the lowest point of the
dam or embankment.
Don not pump the lagoon liquid level lower than the permanent storage lave) unless
you are removing sludge.
Locate goat pump intakes approximately 113 inches underneath the liquid surface end
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding mata"ials, long-stemmed forte or vegetstion, molded
feed, plastic syringes, or other foreign maWals into the lagoon.
• Frequently remove solids from catch basins at end of c onfnament houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control new lagoon edges.
a Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge StOrOP CBPadW is fuU or
before it Mis 50 percent of the pemmrient storage volume.
if animw production is to be U mhv"d, the own&r is responsible for obtaining and
implementing a closure plan to ekmirwia the ply of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

• proper lagoon sizing,
• Mechanical solda separation of flushed waste,
• 9nMAty settling of flushed waste solids in an appmpriateltr designed basin, or
• minAnWN Feed wastage and spliWge.
Lagoon sludge that Is removed annually rather than stoned long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mbt ft sludge and lagoon liquid with a chopper - egtwr impeller pump through tarp -
bore sprinkler irrigation system onto nearby cropland; and sail incorporate.
• Dowaiiar the upper part of lagoon by irrigation onto nearby cropland or farageland; mix
raarnah Ing sludge; pump Into liquid sludge applicator; haul and spread onto croplamd or
forneland; and ad Incorporate.
• pawoter the upper port of lagoon by irrigation onto nearby cropiend or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
10 m liquids �erback Into �
haul and spread with manure spreader r onto cM�
all" Sludge to
dewarageland; and soil
incorporate.
Regardless -of the method, you must have the sludge material analyzed for Waste
Matituents Just as you would your lagoon water. The sludge Will contain different
nutrient and metal values from the ilquid. The application of the stud!ge to fields will be
limited by these nutrients as wail as any previous wane applioafions to that field and crap
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close alteration by the pumper or drag -line operator will ensure that the lagoon liner
raemah6 intact if you see soil material or the synthetic liner material being disturbed, you
should stop the actW immediately and not resume until you are sure that the sludge can
be removed without liner irJury, If the finer is damaged it must be repaired = soon as
possible.
Sludne removed from the lagoon has a rraud^r higher phosphorus and heavy meW oontent
than liquid. because of aria it should probably be arppilad to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance or erosion.
Note that If the sludge is applied to fields with very high soil -test phosphors, it should be
applied ordy at rates equal to the crop removal of phosphorus, As with othw waetISS,
always have your lagoon sludge analyzed for Its nutrient value.
6

The application of sludge will increase the amount of odor at to waste application site.
Extra precaution: should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon IFallurs
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of I'Aft s include balwpe through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure sit W. Items which may lead to lagoon failtmis include,
• Modem of the ft= structure — an emnple Ea the placement of a pipe in the dam
without proper design and oort. (Consult err expert in lagoon design before
pkirAng any p1pes In dame.)
• Lagoon liquid levels —high levels are a aafety risk.
• Fallure to inspect and maintain the dam.
• Excess surface weer flouring into the lagoon.
• Liner Integrity — prolect from inlet pipe scouring, damage daring sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: if lagoon water Is alkmod to overtop the darn, the moving water will anon Cause
gullies to form In the dam. One tiffs damage starts, it can quickly cause a large
discharge of wastewater and posseie dart failure,
7

���� a ��
EMER CY
ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) 9/Q
7W /,—
Emergency Management System (EMS) f/p
/
Soil and Water Conservation District (SWCD)
—%gyp
Natural Resources Conservation Service (NRCS) V111f
-- -;7/�
This plan will be implemented in the event that wastes from your operation are Ieaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or Ieave
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 mayor may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
November 23, 2016

flush system, houses, solids separators:
® stop recycle (flushing system) pump
® stop irrigation pump
® make sure no siphon effect has been created
(D separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leafs:
s dig a small well or -ditch to catchall seepage, put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
2s'z
a) During normal business hours; call your DWQ regional office: - - ;after
hours, emergency number: - - or - - 2. Your phone call should
number, the details of the incident
include: your name, facility, telephone, the exact
location of the facility, -and the location or direction of movement of the spill, weather
and wind conditions, what corrective measures have been taken, and the seriousness of
the situation.
b) your integrator: Goldsboro Hog Fauns Division, Maxwell Foods, -Inc.
919-778-313Q extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
919-7 -141 .
Page 2

INSECT COMML CHECKLIST FOR MWAL. OPERAMONS
Source Cause 113MP's to Nk n ke Odor Stta Pl'etdi0ea
( 55d 8yalama)
Flush Gutters Aoenmuidan W sdidt
M Flush sysi m is dsgfW end
sutll &* m mmore acwtttutatad
eolidt It M pvtsta as ds*nsd.
O Remare bridofnp atow nulated saftat
dWdmp
t apoona atai Pits Cnmded Scuds
(,r) Aftk ah w000nt. swhv beeins aM
pigs afti pest l i medlnp is apparent to
MWAN the austtnp of toOds to a depth
OfDo move than 64 Inches aver more than
30%ofsurtaoa.
E=wslvee Decaft vegetodw
(VA%k M vepahtNe M" +tong tames of
Vegetative Gowth
lagoons and other bnpwz&nses to prevent
noe muWion of deos tg Ye". lve nulaw
abv Wawa edge on in"w4 ence Pseirrelar.
{Dry Sysfeens)
Feeders [•sed SPRpe
{)
bbvnkws an. mid tt U*A) t
of decaft aettape.
() Clean up spi9Me an a eauum bash (e.g. 7--10 day
WftrWW &whrp auromr, j&W day kMrAM dminO V"Mr).
Feed Stomps AamwWation of feed
{ } Reduas moistens attodnMitWw vettitin end atotatd
inmedtate peeimeter of feed at"pe arses by
reatdues
womawgu
adequdEa a +tM(64. OWWW bh for
txavar<a gate and gnaw h[Dh mobWm grain
{ } a
mus in Obar strips rwuriar[ rape ae raadnd.
antrnet
Anirnai Raiding Aaavmu sOwand
()
10 no M I- at" weds utYes aeedand
d
Meat wasbs and t wastage
and odw
diatnabeseae by ankrab it tnttntmat.
() UMnfttn limos taws and fMW atdps asotad a *"W
holdtrg ataes to mininias a'Jownt+ta6ons of wenates
(ie. htPeEt for and teteove ae best ap soccdnutaird
team as needed).
NUC., NoveMber 11,19W
10

Dry Memo HandRM AcCUMllFatlaea d animal () fiarrl- M MARP cn ■ mutirw bads (a.S. 7-10 day
swum wastes IrMsrvatdudnp nlrrrrner, l6,�Odsya frrtarvaldarlap
wi Am) wton rra mis to loaded for bnd appdpfion
ardlrposal
()Plow foradUpelr draisaptt aMWW 8UWr s *tccIVYea
0 irrspact for aed nsmorw a bro*k up aeamodobd weslr
in NW aMps amend abodVIN aee ossaft hoKoq
mass naa , -
The issues dwclm d O pertain to this operation. The landownw 1 Intprator agmes to we
sound judgment in applying insect control measures as pmc tk;W.
i certify the aforementioned imwd oontbni Best Management Pratticea have been
reviewed with me.
Q, -
(umdowner SignOMre)
Swvbe, Qeparhwnt of EntorriCION, BOX
For more lniormation corliat the � �� SW s�e�fa.
7813, Norm c:zroilna wide Unh►trreiAy.
AMiC —November 11.1998
I

Swine Farm Waste Management — Odor Control Chedtl)st
Pry"' �a� �N,
Permit No:
Owner Signature.•
Date:
INSTRUCTIONS FOR USE
• Odor Control Checklist is required by General Statute 143-215.1OC(e)(1) i pf the CAw P.
• Check any/ail the BMPs you will implement on this facility. items ch i
♦ Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
• Include any other odor control measures not listed ur facility.
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting forgo Site Specific Practices
ornet HS
.ti..�..,e.......s $MP Option toC
_Mirtlmt:e Odor -
FARMSTEAD
❑
♦ Swine Production Maintain vegetative or wooded buffers at or
near property boundary
• improper drainage ❑ Grade and landscape so water drains away
from faculties and prevent pending
© Maintain farm access roads and prevent traffic
in waste application area
[} Other BMPs — please describe
MORTALITY NIA111AGEMENT ppr- 1�4
® Dispose of mortality using method a
by NwA&CS Stem veterinarian. Manage
According toCAWMP (Mortality ManaWnent
Checklist) and permlt(s)•
Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short -terns mortality
storage.
Use incinerators with secondary bumers for
complete combustion.
❑ other BMPs — please describe
♦ Carcass
Decomposition
♦ incomplete Incineration
Swine AMOC
. Traps dust and gases, provides dilution
and visual screening
. May require third party input/aPProval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
..equlmd by statute and permlt
. May require third party Input/Wravai
. Reduce odors by complete incineration
page 1 of G
APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checidist Permit No.:
Cause/Source BMP Option to Nlinimine Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
• Hush tanks
❑ Install flush tank covers
• Odorous Gases
0 Flush pits at least 4 times per day
* Partial microbial
0 Empty pits at least once every 7 days
decomposition
© Underfloor flush with pit ventilation
♦ Agitation of wastes
E3 Instalf/extend fill lines to near bottom of
tanks with anti -siphon vents
j] install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia
Flush/recharge with treated effluent
Treat waste In pits with proven biological or
chemical additive
© other BMPs— please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors
❑ Scrape manure from alleys into pens daily
j] Install fully slotted floor system
❑ Install waterers over slotted floor area
Install feeders at high end of solid floors
♦ Odorous Gases
p Scrape manure buildup from floors and walls
p Keep floors dry
Q Install underfloor ventilation for drying
© Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPS--please describe
• Pit -flush systems
• PR -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation In pit
. Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
. Aids In animal cleanliness
• Solid floor/bedding systems
APPROVED-7/25/2019
Page 2 of 6
Swine AMOC

Swine Farm Waste Management — Odor Control Checklist Permit No.:
Cause/source BMP Option to Mlnlmize Odor Conunelm Site Specific Practim
HOUSE / BARN —VENTILATION
♦ Dust ❑ Clean fans regularly— specify frequency
t Volatilelodorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: bioiilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs — please describe
HOUSE/ BARN —FEED
• Dust ❑ Install feed covers
• Adsorbed Gases IN Keep outdoor feed store covered except
When necessary to add/remove feed
E3 Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
❑ Other EMPs—please describe
• Required by rule 15A NCAC 021) .1802
• May require third parry Input/approval
• May require third party input/approval
• May require third party input/approval
HOUSE/ BARN —GENERAL
• Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 4D to 6s96
t Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
[I Use Indoor or outdoor electrostatic spare Can be used to treat exhaust air
charge system
❑ other BMPs—please describe
Swine AMOC
Page 3 of 5 APPROVED — 7/2512019

Swine Farm Waste Management — Odor Control Chartist
Permit No.:
Cause/Source BMP Option to Mhil size Odor Comments site speac Practises
LAGOON / WASTE STORAGE STRUCTURE
a Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fail height of waste from
discharge pipe to lagoon surface
© Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based an annual sludge
survey as required by permit
© Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use Impermeable lagoon cover or
anaerobic digester
[I Other BMPs—please describe
LAND APPLICATION
♦ odorous gases ® Perform land application In accordance with
CAWi'iflP
* Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
Operate at minimum recommended pressure
0 Increase setbacks beyond those required by
statute, rule, or permtt
Swine AMOC
s Sufficient liquid volume/depth Is required
for proper anaerobic treatment
a Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared Nnot utilized
a Required by rule 15A NCAC D,tD ANZ
. Avoid application on known weekends,
special days, or holidays/eves if possible
Page 4 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management -- Odor Control Checklist
Permit No.:
Cause/source BMP option to Minimize Odor Comments site Specific Prices
LAND APPLICATION (CONTINUED)
j] Apply daring favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or Impact windcssppeed ted within 24 hours prior to
sprinklers)
❑ When practical, apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool, overcast days
j] When possible, apply waste mid -roaming to • Allows for better vertical dissipation of odor
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
[3 Use hose-dressystem
❑ Use injection method for waste application
© other BMPs—please describe
,
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles ortankers
❑ Apply In thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after application, and in a=rdance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
other BMPs — please describe
• speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever Is first, for conventionally tilled
bare solls
APPROVED-7/25/2019
Page 5 of 6
Swine AMOC

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Toot {AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet —Calibration of Manure and Wastewater Application Equipment
EBAE fact Sheet —Swine Production Farm Potential Odor Sources and Remedies
NC NRCSStandard 359— Waste Treatment Lagoon
NC MRCS Standard 380— Windbreak/Shelterbelt Establishment
NC NRCS Standard 422—hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns In Animal Manure Management: Odors and Flies; PRO1071995 Conference Proceedings
Options for Managing odor: A Report from the Swine odor Task Force
www.aftnsion.lasMte.edti/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udso.gov
www.nres.uds2.gov
Florida Cooperative Extension Service
NC State University
swine AMCC
Page 6 of 6 APPROVED—7/25/21}19

Version —November 26, 2MB
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ ❑ Burial three feet beneath the surface Qf the ground within 24 hours of knowledge of animal
death. The burial must be at toast 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
r Rendering at a rendering plant licensed under G.S.106-168.7.
71 ❑ Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
0 Sumer Services Veterinary Division (attach copy of permit). if compost Is distributed oft` -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S.106-549.70):
❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDBS permit These plans are
r 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-
�[I"' ports a variety of emergency mortality disposal options; contact the Division for guidance.
' a 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.
ow 0 Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
-,` / Division regulations and guidance.
W . Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
in the event of irnrninent threat of ocilisease
sf
additional to porary procedures or measuresfor disposal according toG.5. 106-38enact
9.4.
Signature of Farm Owner anger gate
I' 1e.Data
Signature of Technical Specialist