820669_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0669
2. Facility Name: Scott B! rd Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 14422 Spivey's Corner Hwy
City: Newton Grove State:
Telephone Number: 910-567-4500 Ext. E-mail:
5. Facility's Physical Address: 1137 Ha} ne Stretch Rd
City: Autryville State:
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): Scott Davis B. rd
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Tvoe
Swine - Wean to Feeder
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certificate Of Coverage Number: AWS820669
Scott Bird
NC Zip: 28366
NC Zip: 28318
Murphy -Brown LLC
Phone No.: 910-591-8552 OIC #: 989087
Allowable Count
12,000
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

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)
STAGE-1
Full, clay
454,848.00
55,491,00
12.00
STAGE-2
Full, clay
341,435.00
43,576.00
52.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si,,,ned bN the owner and a certified technical sT)ecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: 1�(.� '6i M 15, Title:
n j r�
Signature: Date: ! ��
Name:
Title:
Signature:
Name:
Date:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Perm itRenewal@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

�ff�n� t' pan
Murphy -Brown., LLC 3/16/2011 2822 Hwy 24 West
P.O. Box 866
Warsaw, NC 28396
NUTRIENT UTILIZATION PLAN
Grower(s): Scott Byrd
Farm Name: Byrd Farms; Fac. No.: 82-669
(Farm
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 12000
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
> 180 days
Irrigation
APR ® 2 2019
..1J �i�ID^n•s+J
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 will conserve nutrients and reduce odor problems.
1 Ot 11

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 fle)able so as to accommodate changing waste analysis content and crop type. time 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, fig, tons, eta.):
Capacity ---TYPP Waste Produced per Anfmat Total
Farrow to Wean
3212 gal/yr
ga/yr
Farrow to Feeder
4015 ga/yr
gal/yr
Farrow to Finish
10585 ga/yr
gal/yr
12000
Wean to Feeder
223 ga/yr
2,676,000 gal/yr
Feeder to Finish
986 9aVyr
ga/yr
Total 2,675,E gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Calmcity TWe Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibstyr
Ibs(yr
Farrow to Feeder
6.5 lbstyr
Ibstyr
Farrow to Finish
26 ibs/yr
IftV
12000
Wean to Feeder
0.17 Ibs/yr
2,040 Ibs/W
Feeder to Finish
2.3 lbstyr
1022F
Total 2,040 Ibs/yr
*Based on Actual Farm Records
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: 17.53
Total N Required 191: Year. 5697.25
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 5,697.25
Total Nitrogen Produced by Farm: 2,040.00
Nitrogen Balance for Crops: (3,657.25)
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.
2of11

Reception Area Specifications
OEM
®
3(a) of 11

This plan does not include commercial fertilizer. The fame 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 out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Com - Grain
1.25 lbs N / bushel
-E
Com - Silage
12 Ibs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs 'N / ton
I
Oats
1.31bs N / bushel
i
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N 1 bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs 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 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications; P /anima! Farm Total!
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
12000 Wean to Feeder 0.072 864
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 864 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 4320 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 14 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 34,56 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 rites 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 >160 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 stoned 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.
5of11

Application Rate Guide
_ The following is provided as a guide for establishing application
rates and amounts.
soil
Application Rate
Application Amount
Tmat
Hydrant
Type
C
In/hr
; Inches
12041
1
Autryville
C
_ _
0.6
—1
12041
2
Autryville
C
0.6
1
12041
3
Autryville
C
0.6
1
12041
4
Autryville
C
0.6
1
12041
5
Autryville
C
0.6
1
12041
6
Autryville
C
0.6
1
12041
7
Autryville
C
0.6
1
Crops (See Additional
12041
Any
AuftWIle
B
0.6
1
op Rotation (See Additic
12041
Any
Autryville
D
0.6
1
12041
Any
Autryville
O
0.6
1
6 of 11

Additional Comments:
This plan revised to show the recalculated acres due to a new GPS map of
the fields and PAN production being based on actual farm records elus 30%.
tional Crops: The Bermuda hay may be grazed instead of cut for hgy for an
or all of the bermuda.
Optional Crop Rotation: Any or all of the fields may be placed in a crop rotation
Of com, wheat and soybews if desired. If these crops are substituted for the
bermuda, the rotation must be followed.
7 of 11

_UTRIENT UTIUZATIO N PLAIN CERTIFICA7I0 N
Name of Farm: Byrd Farms; Fac. No.: a2-mg
Owner. Scott Byrd
Manager:
Owner/Manager Agreement:
Vwe 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. Vwe 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. 1 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.
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:,
Murphy -Brown, U.C.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28M _
Telephone:
910 29i--
Signature: 1457, 3,
8 of 11

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.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or 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
9 of 11

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 planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1,1996, 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.
10 of 11

_ 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.

ON -FARM. )CORDS
Pull/Zone
2008
2009
2010
1
150,332
184,420
58,240
2
171,080
156,285
66,160
3
134,680
142,870
54,600
4
31,722
32,665
41,985
5
31,722
32,656
41,986
6
39,186
32,665
27,990
7
26,683
32,655
27,990
ij
II
�I Total
586,405
614,195
317,950
Average annual volume
gplied
505,850
Month
Year
PAN
March
2008
4.4
June
2008
4.0
December
2008
2.5
May
2009
3.4
August
2009
2.5
November
2009
2.7
January
2010
3.0
July
2010
3.2
September
2010
2.1
Farm Average
3.09
Standard Deviation for waste analysis .46 * 1.48
Range of values included in average = 1.61 - 4.57
Total Lb. PAN/Year = 1,563

Byrd Forms
Scott Byrd Nursery
Fac. No.: 82-669
Scale: t "=300'
Specifications: Solid Sets
Sennenger 7025 w #24 nozzles
® 60 PSI; 166' WD & 31.1 GPM
100'x100' Spacing
S ecifications: Pulls
Reel Rain 1030 w efsan RR150
1.08' nozzle ® 60 PSI
27W WD (3WX9) do 162 GPM
IW Lane Spacings
Pull/Zone Acres
1
4.25
2
4.59
3
2.93
4
1.44
5
1.44
6
1.44
7
1.44
Total
17.53

Operator: Scott Byrd JS*54Vc County: Sampson Date: 04/13/06
Has the site evaluation been completed & approved:
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
12000
head
(wean.to feeder)
x 30
lbs,
= 360.000
lbs
Describe other :
0
lbs
Total Average Live Weight = 360000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 360000 cubic ft (includes 0 cu. ft add, treat. vol )
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 90000.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
,355.0
Inside top width (feet) ----------------------
Top of dike elevation (feet)----------------=
45,50
Bottom of lagoon elevation (feet) )-`'t,
-33,00
Freeboard (feet) --------------------------- —
w, 1.00
Emergency spillway depth of flow(feet)-------
"0.00
Side slopes (inside lagoon)------------------
'3.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 .LENGTH ,°'WIDTH
DEPTH
3.0 3.0 3.0 3 . 0 349. 0
' :,• '''1,59 , 0
11.50
AREA OF TOP
LENGTH * WIDTH =
34.9.0 159.0 55491 (AREA OF
TOP);,-..
AREA OF BOTTOM
LENGTH * WIDTH =Ile
280.0 90.0 25200 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314.5 124.5 156621 (AREA OFIMIDSECTION
* 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM].•
* DEPTH/6
55491 156621
s,,-,,25200,
1.92
Total Designed Volume Available
454848 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (.top of dike)
( Length Width ) + Surface area of connecting waste facility
355.0 165,0 0.0
-
58575.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area
TOTAL DA 58575,0 square feet
Design temporary storage per:riod to b e 0 days.
5A Volume of waste produced
Feces & urine -production in gal./day per 135 lb. ALW 1.37
Volume = 3,60000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
0 days
Volume = ,. 0� gals, or 0.0 cubic feet
5B. Volume of excessvwater-
Volume = 2413.5 gallons/day * 0 days storage/7
48 gallons
Volume = 0..0 cubic feet
per CF
5C Volume of rainfall in,excess of evaporation
rUse
period of time.when rainfall exceeds evaporation by largest
amount.
0 days evaporation = 0.0 inches
0 days rainfall' = 0.0 inches
Volume 0.0-in * DA / 12 in, per ft. = 0 cubic
feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic
feet evap.
Volume = 0° cubic feet

5D. Volume of 25 year 24 hour storm 0,0
Volume of "Heavy Rain" 0.0 in.
Volume.= 0.0 inches / 12 inches
Volume = 0 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
in.
per foot * DA
5A. 0 cubic feet
5B. 0 cubic feet
5C, 0 cubic feet
5D. 0 cubic feet
5E. 0 cubic feet
TOTAL 0 cubic feet
SUMMARY
Temporary storage period===== ==============>
`,,'0 days
Rainfall during wettest period of storage== >
0 0 inches
Evaporation during storage period=====_____ > .,;
' 0 0 ,' inches
25 year - 24 hour rainfall==================>
0.0 inches
Heavy rain__________________________________>
0.0 inches
1 00,.Vfeet
Side
Inside top length=================_======__ >
355:0, feet
Inside top width= ==== = =================_ > `, 4�165 0'1,feet
Emergency spillway elevation(if planned)=== >
"4:4 50 feet
Top of dike elevation===___________________ >
45,50. feet
Bottom of lagoon'elevation================_ >
33:,00 'feet
Top of sludge..elevat on________ ___________ >
%,'36,-20 .feet
Total required volume=====================_ >
450000•.,'d-u. ft,
Actual design volume=_______________________>
.454'848: cu. ft.
Seasonal high watertable elevation (SHWT)== >
133 00 "feet
Stop pumping.elev. "-===-==================_ >u; '
feet
Must be or-= to the SHWT elev,====_____ >
33,0.0 feet
Must be or..= to, min. req, treatment el, =>
39.00. feet
Min. Required treatment volume============_ >�
.36.0000., cu. ft.
Volume at'stop'pumpi'ng elevation============>
1-6454 cu. ft.
Start pumping'e1..ev;===_____________________ >.,°
feet
Must be at. bot.tom.,'of F.B. & 25 yr, rainfall &'-heavy;rain,
Act. vol. l.ess•25,yr., and heavy rainfall=== >`
454848 c:u: ft.
Volume at start ,pumping elevation==========->
54054 cu. ft.
Required volume to be ------
q pumped_______________ >
*-
x � 0 e:u, ft.
Actual volume' planned to be pumped========_ > ..'
a'`: 0, cu. ft.
Min. thickness"of soil liner when required==>
1..7 feet
r.
DESIGNED BY: APPROVED BY:
,.
1�t�..tlr'�
DATE: DATE:
N �`011
/0
N
LtSAL

-5- -moo 2
Operator: Scott Byrd
County: Sampson Date: 04/14/06
Has the site evaluation been completed & approved: yes
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) s
x
135 lbs. =
0
lbs
0 sows (farrow to wean)
x
433 lbs. =
0
lbs
0 head (wean to feeder)
x
30 lbs. =
0
lbs
Describe other: `
0
lbs
Total Average Live Weight = 0 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = I 1 0 . cubic ft (includes
3. STORAGE VOLUME FOR.;SL:UDGE ACCUMULATION
Volume = , 0:.0 cubic feet
4. TOTAL DESIGNED VOLUME s'
Inside top length (feet)---------_�_
Inside top width (feet).
Top of dike elevation (feet)- -----
Bottom of lagoon elevation (feet) ----
Freeboard (feet)` - _ ----
Emergency spillway depth of flow(feet)-----
Side slopes (inside;lagoon)------------
Total design volume;; using prismoidal formula
0 cu. ft. add. treat. vol.)
285.0
165.0
44.00
31.50
1.00
0.30
3.0 : 1
SS/END1 -SS/END2,,, SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 % 3 0, n 3.0 3.0 277.2 157.2 11.20
AREA OF TOP
LENGTH * WIDTH
277.2 157.2
AREA OF BOTTOM
LENGTH * WIDTH
210.0 90.0
43576 (AREA OF TOP)
18900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH. * 4'
243.6 123.6 120436 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
A ( Length * Width) + Surface area of connecting waste facility
285.0 165.0 58575.0
105600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 105600.0 square feet
Design temporary storage period to bf riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 0 lbs. ALW/135 Ibs. ALW * 1.37 gaI/day 180 days
Volume = 0 gals. or 0.0 cubic feet
5B. Volume of excess water
l
Voume 0.0 gallons/daya 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 evaporation = 0:0 inches
180 days rainfall = 8 4 inches r
Volume = 8.4 in * DA / 12 in. per ft. _ J . 73568 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft ='0 cubic feet evap.
Volume = 73568 cubic feet'
r

43576 120436
Total Designed Volume Available
R
18900 1.87
341435 CU. FT.

5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain"
Volume = 13.8
Volume = 121440
5E. Additional volume as follows:
6.9 in.
6.9 in.
inches / 12 inches per foot " DA
cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A•
0
cubic feet
58.
0
cubic feet
5C.
73568
cubic feet
5D.
121440
cubic feet
5E.
145994
cubic feet
TOTAL
341002
cubic feet
1 6.
SUMMARY
Temporary storage period============-------_>
Rainfall during wettest period of storage===>
Evaporation during storage period===========>
25 year - 24 hour
Heavy rain=====----------------------------->
Freeboard=================== =======- —=- ==>
Side
Inside top length===========================>
->
Inside top
Emergency spillway elevation(if planned)====>
Top of dike elevation=======-========_ _____
Bottom of lagoon elevation=============- ===>
Top of sludge elevation=====================>
Total required volume=======================>
Actual design
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume===========_==>
Volume at stop pumping elevation============>
Start pumping
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation===========>
Required volume to be pumped________________>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY:
DATE:
0
APPROVED BY:
DATE:
180
days
8.4
inches
0.0
inches
6.9.
inches
6.9
inches
0 100
feet
3.0
: 1
�:285.0
feet
165.0
feet
42.70
feet
44.00
feet
131.50
feet
a 31.50
feet
341002
cu. ft.
341435
cu. ft.
'431.50
feet
31.50
feet
31:50
feet
37.50
feet
0
cu. ft.
0
cu. ft.
.v,d39.63.
feet.
219995
cu. ft.
219593
cu. ft.
219562
cu. ft.
219593 '
cu. ft.
StU!jtj ;1:7
: feet

Operator: Scott Byrd County: Sampson
Date:
04/13/06
Has the site evaluation been completed & approved:
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
12000 head (wean to feeder) x 30
lbs.
360000
lbs
Describe other
0
lbs
Total Average Live
Weight,=
360000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 360000 cubic ft (includes
0 cu., it.
add, treat
vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 90000.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 355,0.,
Inside top width (feet)----------------------
To of dike elevation feet -- -
Bottom of lagoon elevation (feet) ------- -" ",_'133:00
Freeboard (feet)-----------------------=-----. 1,00
Emergency spillway depth of flow(feet)------- 0.100
Side slopes (inside lagoon)----------------== 3:0, 1
Total design volume using prismoidal formula,.:
SS/END1 SS/END.2 SS/SIDE1 SS/SIDE2 LENGTH . WIDTH' DEPTH
3.0 3.0 3.0 3.0 349.0 g' 159.0 11.50
AREA OF TOP
LENGTH *WIDTH =
349.0 159.0 55491 (AREA OF-TOP)",w
AREA OF BOTTOM
LENGTH.* WIDTH =
280.0 90.0 25200 (AREA OF°BOTTOM)­
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314.5 124.5 156621 (AREA OF MIDSECTION *;4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
55491 156621;,;" 25200_ 1.92
Total Designed Volume Available - ,,454848 CU. FT,
T,t

1:
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
355.0 165.0 0.0
58575.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feetDescribe this area.
TOTAL DA 58575.0 square feet
Design temporary storage per:riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 1b.4ALW 1.37
Volume = 360000 lbs, ALW/135 lbs. ALW * 1.37 ,gal/day 180 days
Volume = 657600 gals. or 87914.4 cubic feet
5B. Volume of excess water
Volume = 2413.5 gallons/day *
180.`-days storage/7.48 gallons
per CF
Volume = 58080.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by 1'argest
amount.
180 days evaporation =
0.0 einch.es
180 days rainfall -
12 in,
8 '4 in_ches
ft. 40807 cubic
feet runoff
i
Volume = 8.4 in.* DA / per
Volume = 0.0 in * lagoon DA/12 in./ft.=
�4"q .0 cubic
feet evap.
Volume = 40807 cubic feet
qt
a � 1
tA,
J -.

5D. Volume of 25 year 24 hour storm 6 9 in.
Volume of "Heavy Rain" 6.9 in
Volume = 13.8 inches / 12 inches per foot * 'DA
Volume = 67361 cubic feet
5E Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE S
5A. 87914 cubic feet AG " %!i `tU 9
5B. .58080 cubic feet Ice,.
5C. 40807 cubic feet l
5D. 67361 cubic feet
5E. 0 cubic fee
TOTAL 254163 cubic feet
6 SUMMARY
.Temporary storage period=========== ===_ >:, r 180 days
Rainfall during wettest period of storage =. 8.4 inches
Evaporation during storage period=====__---_> 0-.0 inches
25 year - 24 hour rainfall======________ => 4 6.9 inches
___________________________ -> 6.9 inches
Heavy. rain - �_:
feet
Side slopes_____________________________ ___> 3.0..: 1
Inside top length===================---- --'? 355:,,0 feet
' Inside top width________________________ _? 165,0. feet
Emergency spillway elevation(if planned) ->m 94 5,0 feet
Top of dike elevation==================- ==,> 45.,5"O feet
Bottom of lagoon elevation============== --?300 feet
' Top of sludge elevation================= > feet
Total required volume===============---- _> =709163' cu. ft.
Actual design volume____________________ >` �A54848 cu. ft.
Seasonal high watertable elevation (SHWT)==_> 4=, ,X33:o'0 feet
Stop pumping,elev.====================== ' � 2 feet
Must be > or = to the SHWT elev.====_- -> 33.0`0 feet
Must be > or = to min. req, treatment ei =.i - 39:00 feet
Min. Required treatment volume========_ -- >p ~°360000 cu. ft.
Volume at stop pumping elevation======_ 0. cu. ft.
'. Start pumping elev.==_________________ _ >` feet
Must be at bottom of F,B. & 25 yr.-rainfall &heavy„rain
Act. Vol, less 25 yr. and heavy rainfall->`387487" cu. ft.
Volume at start pumping elevation=====_ _>, '54054 cu ft.
Required volume to be pumped==========_ _`>�­ 186802' cu 'ft. W
Actual volume planned to be pumped===== ==> .4 0' cu. ft.
Min. thickness of soil liner when required==>1;7' feet
7. DESIGNED BY: APPROVED BY:
9
DATE. DATE.
4
>t
1l
y" ti
Oft
41.
u
i ar

�I
3�K165
g� l21
3 .86 47 �` 285
34.6 ;
4715 'II
I 41,
37
.57 to
./�
Ll J
�[ a
.I
uj
3.5.5
? ' O
�I i o
O it mrh
O{ I k
7,8
165 +F.
54.1
°'SWAIN CONSULTING SERVICES, INU.
150' `CABIN,CREEK LN. CLINTON, NC
910-590-2703.
SCALE: 1 "=100'

Version —November 26, 2018
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specificmortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional to orary procedures or measures for disposal according to G.S. 106-399.4.
/7
Signature f Farm Owner/Manager Date
_ - — :5 1 L1, 5 / - z,.,;
Signature of Technical Specialist Date

SWINE F
Cause
c
. R 2iKJ.K
\n1 a c-e
GEMENT ODOR CONTROL CHECKLIST
BMP's to Minimize Odor Site Spec:°;c Practices
Vegetative or wooded buffers;
{Recommended best management
practices;
Good judgment and common sense
mai body surfaces
Dirty manure -covered animals
(1 Dry floors
or surfaces
Wet manure covered floors
Slatted floors;
s
JX Waterers located over slotted floors;
Feeders at high and of solid floors;
Scrape manure buildup from floors;
�n
Underfloor ventilation for drying
Frequent manure removal by flush,pit
hh;anure collection pits
Urine
y
recharge,or scrape
Parital micorbial decomposition
O Underfloor ventilation
Volatile gases'loll„
j?# Fan maintenances
Iivantilation exhaust fans
Dust
Efficient air movement
CdN^' C
Dust � �
X Washdown between groups of animals
oor surfaces
.Ind:
¢d Feed additives;
•'
O Feeder covers;
(] Feed delivery downspout extenders to
.�-. .,
feeder covers
Flush tanks
Agitation of recycled lagoon
O Flush -tank covers
liquid whiles tankslare filling
(] Extend fill lines to near bottom of
tanks with anti -siphon vents
r `Flush alleys
n .d
Agitation
{)Underfloor flush with underfloor
conveyanance".
.. r,
ventilation
Agitation of recydled'lagoont
O Extend rechard lines to near bottom of
Pit recharge points.
] '
liquid while pits are filling , ;•
pits with anti -siphon vents
-'Uft stations
Agitation during lsurrip tank, filling
l) Sump tank covers
and drawdown`
Agitation during wastewater
`
O Sox covers
Outside drain collection
or junction boxes
conveyance
Agitation during wastewater
I) Extend discharge point of pipes
End of drainpipes at lagoon
`'
underneath lagoon liquid level
Volatile gas emissions.' ;
Proper lagoon liquid capacity
Lagoon surfaces
Biological- mixing'.'r
XCorrect lagoon startup procedures
Agitation
W Minimum surface area -to -volume ratio
(4 Minimum agitation when pumping
O Mechanical aeration
Proven biological additives
Irrigation sprinkler nozzles High pressure agitation'
Irrigate on dry days with little or no wind
Wind draft
Minimum recommended operation pressure
(Pump intake near lagoon liquid surface
Pump from second -stage lagoon
AMOC—November 11., 1396

tank or basin
basin surface
e, slurry or sludge
ier outlets
ad manure, slurry
e on field surfaces
animals
animal disposal
water around
jianure tracked onto public Poorly
;cads from farm access
Partial microb I�decomposrcion� ". O Bottom or midlevel loading
Mixing while filling
t (1 Tank covers
Agitation when emptying ;> O Basin surface mats of solids
Proven biological additives or oxidants
li uid
Partial mcobial'de
Mixing wKile'fillinc
1g .. 41
Agitation when spreading
Volatile oat emissions a
Volatile gas emissrons,w.nne pry-,
�a
Carcass decomposition ,0. rt `
Carcass decomposition .
r
incomplete:: combustion `
...,a.,. - A
Improper•drainage'4''r
Microbial decomposition of-'
organic matter,
fined access roads
O Extend drainpipe outlets un erneat q .
level
() Aamove settled solids regularly
() Soil injection of slurry/sludges
O Wash residua( manure from spreader after use
() Proven biological additives or oxidants
() Soil infection of slurry/sludges
O Soil incorporation within 48 hours
{) Spread in thin uniform layers for rapid drying
(} Proven biological additives or oxidants
+Proper disposition of carcasses
(1 Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
( ) Secondary stack burners
' a Grade and landscape such that water drains
away from facilities
(Farm access road maintenance
i,dd(tional Information: Ka
�isine Manure Management;.0200 Rule1BMP Racket ,
4*'
'Swine Production_F.arm Potential Odor Sources and Ret.n.. es, ci3AE Fact Sheet
,;wine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
urine Production Facility Manure Management: Underfloor Ruse —Lagoon Treatment; EBAE 129-88
!
agoon Desig and Management for,Uvestock Manure Treatment and Storage; EBAE 103-83
calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
ontrolling Odors from Swine Buildings; PIH 33 °
1Environmental Assuranc Program: NPPC Manual
options for Managing Odor; a report from the.Swine Odor. Task Force
Nuisance Concerns in Animal Manure Management[ Odors and etas; PR0107, 1995 Conference Proceedings
Available From:
NGSu-"unty Gtens�on cnc,
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
F he issues checked ( )pertain to this "op.eration. i ne landowner/integrator agrees to use sound judgmem in applying
`--dor control measures as practical.'r,
;.
I certify the aforementioned odor control Best Managment Pra7(=Landownergnature)
me.
AMOC—November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
urce Cause BMP's to Minimize Odor Site Spec:--c Practices,
(Liquid Systems)
ush Gutters Accumulation of solids �Q Rush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
Remove bridging of accumulated solids at
discharge
lagoons and Pits* Crusted Solids X.Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-3 inches over more than
30°% of surface.
cessive Vegetative
Decaying vegetation
Maintain vegetative control along banks of.
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
p --
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders
Feed Spillagef,
O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage,
O Clean up spillage on a routine basis (e.g. 7-10 day
s.
interval during summer; 15-30 day interval during winter).
feed Storage
Accumulations oftfeed residues
>, Reduce moisture accumulation within and around
>>
immediate perimeter of feed storage areas by
'-
insuring drainage away from site and/or providing
r
;fi Y`x
adequate containment''(e.g., covered bin for' -
brewer's grain and similar high moisture grain
5 tt
products). _
)kInspect.for and remove or break up accumulated
solids in filter strips around feed storage as needed.
:Animal Holding Areas
Accumulations of animal wastes
(Eliminate low area that trap moisture along fences
and feed„wastage T
and other locations where waste accumulates and
and disturbance by animals is minimal.
(1 Maintain fence rows and filter strips- around animal
holding areas to minimize accumulations of wastes
x H
(i.e. inspect for and remove or break up accumulated
4
solids as needed).
f s•
AMIC—November 11, 1996
F

Manure Handling accumulations of animal,wastes O Remove spillage on a routine basis (e.g. 7-1 O day
stems interval during summer; 1 5-30 days interval during
winter) where manure is loaded For land application
or disposal.
{) Provide for adequate drainage around manure stockpiles.
(1 Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
-
areas as needed.
F issues checked O pertain to this operation. he landowner/integrator agrees to use sound judgment in applying
sect control measures as practical.
_-rtify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner nature)

PHONE NUMBERS 4G33 33Ob
DWQ 0 51i- 'M14
EMER.GENCY,MANAGElv1BNT SYSTEM
SWCD z-741
NRCS 57.1 - 70 -
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 propeity 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. 5ug'gested responses to some.possible problems are listed below.
A. Lagoon overflow=possible solutions are:
a.. Add soil, to benn'to increase. elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff frorn.waste application'field-actions include:
a. Immediately stop, waste application.
b.' Create a. temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and' eliminate the reason(s) that caused the runoff.
e. Evaluate the;applcation rates for the fields where runoff occurred.
C: Leaka&e 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 no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 L December 18, 1996

Repair i
pnor-,.to:restartina pumps.
,'E'l leaks -
E: Leakage from
base or s
-
'idewall of lagoon. Often this is seepage as opposed to
p6ssi 16 action:
flowinc, leaks�_-
iseepagm,
c etffib
nt -6 catch.'
h�
th ankme-
..Dig-a-small sump or ditch away fTorn.
1. Dig lagoon.
+ ; 6 submersible puma and pump back to ,
Fu " ' - I � 9 trap e animals and fill
als' ap;or remove -&�yv-burrow-in&,animr
b. lfho-, J"
h a clay type soil.
holes and compact with A I non
the condition of the side a an -to
Eavo.Aprof
uat-
as7 soon -as:Pq sib e.
S R
jr. I
s,tbe extent, of th6`spftl and-noteanyobvious damages•
%
-Did the waste reach any surface waters'
how much was
?
'A iprox1matel), released and for whatduration
dartiacie,noted'i such ,as`employeeinjury, fish killsproperty damage-T
d. Did the splilleave
e. Does spill - )es the have
f. Could a future rain
Are potable water,,
ch
h. How mu
potential to reach surface waters')
at cause the spill to reach surface waters?
3 in danger (either on or off of the property)?
face waters?
.4,
Contact appropriate agencles.
our D,,WQ (Division of Water. Quality)
a. During normal.business; hours, call y emergency number: 919-733_3942.
1 1 'he. -
regional office, Phone After hours,
0 , facility, telephone number, the details
Your phone call should include: your name
of the incident from, item 2 above, the exact location of the facility, the location . or
direction of movement of the spill,, weather and wind conditions. The corrective
.0
,an .h seriousness f the -situation.
measures that have 666ii under taken,` b. if spill leaves'property, or enters surface Waters., call local EMS Phone number
c. Instruct EMS to, contact localHealth Department.
phone number 16C
d. ContactCE�Sv b al: SWC-D office phone number
Incal NRCSoffict for advi c*e/technical assistance phone number
-4:--If none of the problem to theabove works call 911 or the Sheriff s Department -and explain' your--- -
them and
Idask ­ t at h perso to contact the proper agencies for you.
�n
5: Contact the contractor of your choice to begin repair of problem to minimize Off -
site
damage.
a. PEI.!
Contractors Name & " l—
b. Contractors Addr:e'ss':":
c. Contractors Phobe'_l 71LI
2 December 18,1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: 0 a sh
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.
December 18, 1996

ROY COOPERf� l`'�
Govcrn�r '-
MICHAEL S. REGAiVitl
APR 0 2 2019
LINDA CULPEPPER NORTH CAROLINA
L5#rertor FnMdror�manrufLtuality _ _
February27, LO14
Scott Byrd
Scott Byrd Farm
14422 Spivey's Corner Hwy
Newton Grove, NC 28366
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hrtps://dgg.nc. ov/about/divisions/water-resources/water-quality-regional-oi�erationsiafo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure Your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by Auril 3, 2019.
Please note that you must include one (1) com of the Certified Animal Waste Manauement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on ..rage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820669
Murphy -Brown LLC
North Caro ,aa D=partment of Eavromments? Qua Ay I D Vz? on of Water Resourvas
QE i 3.F' 512 N. Sa "sbin St. I H36 Ma . Serrate Center I Ra e's , North Cara'"ra 27e0_9 IE39
919.707. O