510107_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 he 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: 5.1=0107 Certificate Of Coverage Number: AWS510107
2. Facility Name: Carol J. Lee .Farm
3. Landowner's Name (same as on the Waste Management Plan): Carol J Lee
4. Landowner's Mailing Address: PO Box 880
City: Four Oaks State: NC
Zip: 27524
Telephone Number: 919-369-3949 Ext. E-mail:
5. Facility's Physical Address: 2064 Blackmon Rd
City: Four Oaks State: NC
6. County where Facility is located: Johnston
7, Farm Manager's Name (if different from Landowner): William O B ti rd
g, Farm Manager's telephone number (include area code): 919-915-6007 Ext.
9. Integrators Name (if there is not an integrator, write "None"):
Murphy -Brown LLC
10. Operator Name (OIC): William O..Bvrd Phone No.: 919-915-6007
11. .Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 2.940
Operation Types:
Zip: 27524
OIC #: 17759
Swine Cattle Dry Poultry
Wean to Finish Dairy Calf Other Types
Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens
Farrow to Finish Milk Cow Horses - Other
Feeder to FinishPullets Sheep -Sheep
Dry Cow Turkeys
Farrow to Wean Beef Stocker Calf Sheep - Other
Farrow to Feeder Beef Feeder
Turkey Pullet
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Liner Type
(Clay, Synthetic,
Unknown)
Estimated
Surface Area
(Square Feet)
9 S o
Design Freeboard
"Redline"
(inches)
Mail one (1) coe
as required by NC General Sta utestl43-215.10C(d) Management
to the ddr dress below. Plan (CAWMP)
with this completed and signed application
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si ned In the owner and a certified technical s ecialist, contain
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 ma containing:
c. The soil series present on every land application field P)
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
ycomplete. Also provide any site evaluations, wetland determinations,) or hazard be classifications finat ble be accurate and
yourlet facility.
8. Operation and Maintenance Plan may applicable to
(e.g. composting, digesters, waste transfers, etc.) p o
If your CAWMP includes any components not shown on this list, please include the additional com ncnts with your submittal
As a second option to mailing paper copies of the application package, you can scan and email one
application and all the CAWMP items above to: [e-mail]
signed copy of the

.1 attest that this application has been reviewed by me and is accurate and complete to the best of my hat
knowled�*e
if all required parts of this application are not completed and that if all required supporting information and attachn entsand a a to not
included, this application package will be returned to me as in.cornplete.
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: fry# ry / 1 1,t-.t 6 •/ 4 for-) 5��,.s a�0/�Title: OW?' r
p j%�
Signature: ✓G eork.1, d.-s i., �(c! AP,9 Date; 3-2/ —_-It
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
— — — - - — Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

WASTE UTILIZATION PLAN
Wednesday, March 12, 2014
Producer :
Farm Name :
Telephone # :
Type of Operation :
Number of Animals :
Application Method:
Carol Lee
Carol J. Lee Farm 51-107
PO Box 880
FourOaks,NC 27524
[phone]
Feeder to Finish Swine
2940 hogs design capacity
Irrigation
The waste from your animal facility must be land applied at a specified rate to re
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
used to reduce the amount of commercial fertilizer required for the crops i prevent
waste is to be applied. This waste utilization plan uses nitrogen as the limiting
soil testsi are.be
Waste should be analyzed before each application cycle. Annualstrongly
p n the fields where
encouraged so that all plant nutrients can be balanced for r ting nutrient.
realistic c yields of the crop to be
Several factors are important in implementing
the fertilizer value of the waste and to ensure that it isappliste edinanenvironmentallyion plan in order maximize
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. safe
important as they have different infiltration rates, leaching Soilcation htypes are
capacities, and avaialable water holding capacities. Normally tw ste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions waste
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these may
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind conditions
maximize the value of the nutrients for crop odor problems. To
pollution, the waste should be applied to a growing production
oranappliedto bareground to reduce the lnor
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application throw h t more
the manner in which you have chosen to apply
In the future, you need to revise this plan. Nutrient levels for injecting g irrigation for this is
pp y your waste. If you choose to inject the waste
waste are not the same. J ng waste and irrigating
The estimated acres needed to apply the animal waste is based on typical nutrient content
repo
for this type of facility. Acreage requirements should be based on the waste analysis re
from your waste management facility. Attached you will find information on proper sam rt
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This w st g
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC e
2H.0217 adopted by the Environmental Management Commission
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR
2940 hogs X 1.9 tons waste/hogs/year(gallons, ft3, tons, etc.)
= 5586 tons
AMOUNT OF PLANT AVAILABLE
AM ogs X 2 3 Ibs P NITROGEN (PAN) PRODUCE
D PER YEAR
Applying the above amount of waste is a big
equipment to job.You should plan time and have
apply the waste in a timely manner.
The following acreage appropriate
soil typeg well be needed for waste
and suface a application based on the crop to be grown,
TRACT FIELD
SOIL TYPE $CLASS_
DETERMININGOCROP
4392 ' -- 1 I- -_ PHASE CODE YIELD LBS AW COMM
4392 i.: ; G— ILEAD_0-2% • - -- - - -- -- BH N/ACRE N/ACRE ACRES LB USED A TIME
4454--� -- - -- GlLEAD 0 2% - - - SG 6 300 o_
1 GlLEAD 2-6 3
_ % 1 _
4454 _ _ 50' 1140. MAR-SEPT-
. 1 _ p 8 190i . _
5491 i GlLEAD 2 6% --- BH -6 300 3_ _ _ SEP-MAY
5491 „ 'GlLEAD 0-2% SG _ 0-- 9•3 2790i MAR-SEP
' 1 50
1 - BH
5491 GlLEAD 0-2% 6 300 _ 465; S
0 9_
i . 2 GlLEAD _ o` SG 9.3 EP MAY
5491 2 6 /° 1 2790 M_AR-SEP 2 GlLEAD 2-6% BH s- 50 0 9,3+ 465:
4392 � 300 1 SE -MAY
_ 2 IGILEAD 0-2% - SG 0 6 5, 1950 MAR-SEP
____ 1 50 0
- SA- _ _ 5.2 220.48 6.5 325; SEP-MAY .
indicates that this field is being°I 8.2 1807.94, MAR_AUG
TOTALS: 11922.9 -
- summer esnhals, overseeded (i.e. interplanted or
* Indicates a Crop Rotation ) winter annuals follow
NOTE:NOTE: The applicator is cautioned that P
Beginning and K may
some eastern counties of NC 1996o thee a Coastal Zone a ae over applied willwhile require meetingarthe N
soments. This plan onlyManagement Act d
addresses Nitrogen. nutrient management plan that addresses all
in
Page 2 of 10

' TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specificatio - _ ns 2.)
TRACT FIELD SOIL TYPE &CLASS-
- - _ _ _ DETERMINING PHASE CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
43_82 CODE N/ACRE N/ACRE
2 'NORFOLK 2-6% USED TIME
5754 4 NORFOLK 2-6% SA 5.2 220.48
BH 0 6 1322.88 M• AR-AUG
54 4 NORFOLK 2-6% SG 6.4 293.12 p
7 2051.84_ M• AR-SEP 1 50 0' 7 : _
350 S• EP-MAY
724.72
Indicates that this field is being overseeded (Le. interplanted) or winter ann lsfollo
summer annuals.
annuals follow
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
AW N (animal waste nitrogen) equals total required nitrogen less
nitrogen (COMM N)
supplied. 9 s any commercial
The following legend explains the crop codes used in TABLES 1 and CROP CODE 2 above:
BH CROP
_ HYBRID BERMUDAGRASS-HAY UNITS
SG — SMALL GRAIN OVERSEEDED LBS N/UNIT
SA — TONS 50
SUMMER ANNUALS AC
50
AC 110
Page 3of10

•
TOTALS FROM TABLES 1 AND 2
ACRES N LBS AWUSED
-
,TABLE 1 I
TABLE 2 37.11 11,923
13 3,725
*** BALANCE
-8,886
*** This number must be less than or equal to 0 in order to fully uy utilize the animal waste N
Acres show in each of the preceeding tables are considered to be the us
required buffers, filter strips along ditches, odd areas unable to be irrigated and
areas not receiving full application rates due to equipment limit able acres excluding
the fields listed may,limitations. Actual total in
and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic I
sludge at agronomic rates. The sludge will be nurturient rich and will require
measures to prevent over application of nutrients or other elemen and application of
will produce approximately 1087.8 pounds of plant available nitrogen q e precautionary
sludge that will need too be removed on a periodic basis. This figure is PAN when
elements. Your production facility
broadcasting the sludge. Please be aware that additional acr g (PAN) per year in the
equipment, may be needed when you remove this sludge, es of land, as well special
See the attached map showing the fields to be used for the utilization of w
APPLICATION OF WASTE BY IRRIGATION aste water.
The irrigation application rate should not exceed the intake rate of the soil
irrigation such that runoff or ponding occurs. This rate is limited by initial soilat the time of
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacityof moisture
irrigation nor should the plant available nitrogen applied exceed the nitrogenh
crop.
the soil at the time of
Your facility is designed for 180 days of temporarystorage needs of the
be removed on the average of once every 5.92 months. In no instance should
waste being stored in your structure be within 1.58 feet and the temporary storage must
If surface irrigation is the method of land application for this the volume of
of the top of the dike.
producer and irrigation designer to ensure that an irrigation system is installed to
irrigate the acres shown in Tables 1 and 2. Failure plan, it is the responsiblity of the
amounts of Nitrogen shown in the tables may make this pplan tnvalid recommended rates and
The following table is provided as a guide for establishing application rates and nd amounts.
- - FIELD SOIL TYPE APPLICATION APPLICATION
4382 -_
CROP -2 'NORFOLK 2-6% -' - RATE (in/hr) AMT (Inches)
4392 SA -r-
I - --- GILEAD 0-2%- -- --.._ _. 0.50 I *1
4392 -- _2 SG_ _ + 0.35 1
4392 GILEAD 0-2% -
- ----
1 __ , GILEAD 0- i. SA 0.35 �.i
4454 - _ _ _ - - - � --- - �
4 `1 GILEAD 2-6% BH 0.35 I *1
'4454
- (GILEAD 2-6% SG i 0.35 *1
15491 _ -2 a BH 0.35
5491 - -- GILEAD 2-6% I - *1
2 - — SG
_ _ GILEAD 2-6% 0.35 *1
15491 1
-] GILEAD 0-2% BH 0.35
5491 -_--- ---- _ SG *1
5754
- - GILEAD 0-2% '-_. 0.35 *1
BH _. -a _ -- ---- - 0.35 1
— NORF_OLK 2-6% *1
5754 - - - - - - _
--
- _ 4 NORFOLK 2-6% SG 0.50 *�"
BH- 1 _ 0.50 q +1
TOTALS: -
50.1 1.5,648
AMOUNT OF N PRODUCED:
6,762
Page 4 of 10

* This is the maximum application amount allowed
nitrogenTthe
for the crop is not or a
for the sou assuming the amount of
amount shown cannot be a applied. In many
applied because the nitrogen limitation. Ththe application
application amount shown can be applied under optimum soil conditions. maximum
RSCEIVEDRC RNDWI
APR ®32019
Wetereoak
Regaoru7son
Page 5 of 9

NARRATIVE OF OPERATION
Acreages & RYE's are based on a WUP
(designated summer annuals) and Tract 5754. The
dated the rates except for fields
are ass fields
latest RYE tables. Acres are based on aerway for these fields are based on the
y usage.
Page 6 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff,
conveyances, direct application, or direct discharge during operation or land
discharge of waste which reaches surface water is prohibited 'drift, manmade
assessmentof civil penalties of surface per daybyapplication. Any
tday o he discharge continues.
the Divisioneof Water discharges
tY for every
Y
2. The Field Office must have documentation in the design folder that
owns or has long term access to adequate land to properly dispose of waste.
does not own adequate land to properly dispose of waste, hethe producer either
of a written agreement with a landowner who is within a reasonable If the producer
ofa him/her the use of the land fora waste application forshall provide NRCSlwithg a copy
facility. It is the responsibility of the owner of the facility to secure proximity, allowing
facility.
It Plante when there is a change ine thethe life expectancy a update the the Waste
method of utilization, or available land. operation increase nnthenumber of animals,
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
crop yields based on soil type, available moisture, historical data, climate co
level of management, unless there are regulations that restrict theg needs for realistic
other nutrients.conditions, and
rate of application for
4. Animal waste may be applied to land that has a Resource Management
an Alternative Conservation System (ACS). If an ACS is used the soil loss
greater than 10 tons per acre per year and a g mast System (RMS) or
leaves the field. These filter strips will be in addition to "Buffers" ppropriate filter strips will be used where requiredrunoff by DEM. (See
shall be no
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian
5. Odors can be reduced by injecting the waste or diskingafterForest Buffers).
waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,
on conventionally tilled cropland. When applied to conservation tilled crops or
grassland, the
waste may be broadcast provided the application does not it will be soil incorporated
flooding. (See "Weather and Climate in North Carolina" in the NRCS�Te a season Reference prone -
Environment file for guidance.)
Technical -
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration
runoff does not occur offsite or to surface waters and in a method which doe
from the site duringapplication. No ponding should occur in order rate such that
conducive to odor or fliesliand to provide uniformityof snot cause drift
to control conditions
application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively not covered with waste to a depth that would ginhibit grrowing oowtth in such a manner that the crop is
10. Waste nutrients shall not be applied in fall or winter for springplanted
a high potential for leaching. Waste nutrient loading rates on these soils should
minimum and a suitable winter cover crop planted to take up p d crops on soils with
not be applied more than 30 days prior to planting of a cropon bare be held to a
released nutrients. Waste shall
11'. Any new swine facility sited on or after October 1, u soil.
the outer perimeter of the land area onto which waste is applied from a lagoon
component of a swine farm shall be at least995 shall comply with the following:
and from anv perennial stream or river (other feetn irrigation ditch orm any c propertyal boundarye
h or canal. Animal waste
Page 7 of 9

•
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wellsp )
.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the Iandownwer.
14. Waste shall be applied in a manner not to reach other property and u
15. Animal waste shall not be discharged into surface waters dr public right - of ways.
i anageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted
provided they have been approved as a land application site by a "technical s
Animal waste should not be applied on grassed waterways that dischargecauses no directly into water
croplands
courses, except when applied at agronomic rates and the application
c runoffpecf.
drift from the site.
or
*16. Domestic and industrial waste from washdown facilities, showers toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
disturbed areas
Vegetation such as trees, shrubs, and other woody species, etc. are p 9 on shall be
limited
considered appropriate. Lagoon areas should be kept mowed and accessible.Lagoon bcessible. areas whereherms
and structures should be inspected regularly for evidence of erosion, leakage
*18. If animal production at the facility is to be suspended or terminate g or discharge.
d, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate th
possibility of an illegal discharge, pollution and erosion. e
*19. Waste handling structures, piping, pumps, reels, etc., should be inspectedchecklist on a regular
basis to prevent breakdowns
klist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
direct human consumption. However, if animal waste is used on crops for direct
consumption, it should only be' applied as a preemergence with no other a crops for
animal waste during the crop season. applications of
human
*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
managed to maintain the liquid level between the markers. A marker will be required to
mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate
determining element. Zinc and copper levels in the soils shall be monitored and
crop sites shall be used when these metals approach excessive levels. pH shall be ad'
for optimum crop alternative
for five production amd maintained. Soil and waste analysis records shall be kept
(5) years. Poultry dry waste application records shall be maintained for three (3)
Waste application records for all other waste shall be maintained for five 5 ( )
23. Dead animals will be disposed of in a manner that meets North ()years.
Agriculture regulations. Carolina Department of
* Liquid Systems
Page 8 of 9

•
NAME OF FARM: Carol J. Lee Farm 51-107
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment
primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment
be available at the appropriate pumping time such that no discharge occurs from the la must
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land g on
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Carol L ee
SIGNATURE: Lc�
'7 DATE: 3 /Z /L/
NAME OF MANAGER (if different from owner):
SIGNATURE: please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
SIGNATURE:
Page 10 of 9

APR-8-2014 12:19P FROM:HONEYCUTT & GRADY 919 963 3050
TO:19105900074 P.1'2
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be /eased, eta)
..S0,44 ,- Y-ac/J 0Li'` i ereb
y give �� r i 'i Lee. c..�.
permission to apply animal waste from his Waste Utilization System �y y em on
acres of my land for the duration of time shown below. The field(s)
on which waste can be applied are shown on the attached ma ( )
p.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm
understand my land or crops. I also
that the use of waste will reduce my need for commercial fertilizer.
Adjacent Landowne
Waste Producer:
Technical Representative:
SWee-Represefia ive:
61_N g17
Term of Agreement; ,.- • .�
Offininfunat .S/ d hems)
(Se ed ett71 A`No.2.)
Dater
Date:
Date:

APR-8-2014 12:19P FROM:HONEYCUTT & GRADY 919 963 3050
TO:19105900074 P.2/2
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only If addiliona! land Iran co be leased, eic)
1, -� J01r7 s�,� , herebyi
give �-, ( �_ lie...
permission to apply animal wastefrom his Waste Utilization System on
_ acres of my land for the duration of time shown below. The field(s)
on which waste can be applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trac
e
elements and when properly applied should not harm my land or crops. I also
understand
that the use of waste will reduce my need for commercial fertilizer.
Adjacent Landowner: ,tee
Waste Producer:
Technical Representative:
CD Representative:
Term of Agreement: I7r 1 J- , get_ to aD/r
Cos ems)
(S Nn.
Date: /r/l"
Date: �%-
Date:
Date:

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h '
41Add
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hill ul:AL:di l
Aoinl.It IuI,Iy ,u1 fdn c:,
1•lulr1 .ui 1.1. c:. • 1Vei manors -covered limns
• IIiinc;
67—/01
Swine Farm Waste Management Odor Control Checklist
Cause —
• Swine 11140m1:flint
HMI's In 1191nimizc ("iIo1-
1- egelalive or wooded bnftcrs; —T
IV —Recommended best m;inagenien1 radices;
1.0
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• Dilly manure -covered aniwals Ira'' Dry limns -� v
ii Slimed lions;
(N" W�Itcrcts located over slotted floors;
1305rFeeders at high end of solid floors;
1 Scral►e lunnurc huildup limn floors;
17 I lnderllnor ventilation for drying ,v/A
• I'.utiill microbial decomposition
\I.:I111I.III Ill , "11,111.,1 I.nu • VnI,IIile gases;
'----^------
hlsl
111.l.l. :.III I.N
1 Iu-.11 I.11,1 ,
• 1 111:.1
• ;11;il.11ion of tl:t:ycled I.IJ;non
Ilctuil! while: I.u11.s al,: 11111111;
A1;itillion dtllilll; tvibteWane'
conveyance
Situ Specific1'raciices
lihew e-r -5//es.
r clluenl minim e removal by flush, pit recharge,
or scrape;
r1 1111111(1, rllnor vcnlilalirnl /v/i?
,,••ii1r1 maintenance;
IIY r:l1icient ifll 1111)VI:IIIl:11I
f�aslldotvo between primps of animals;
rl Deed acldllivcs; /142)
fl Ireder hovers; A'/,i
ri I:cc,I lll:livl ly duwnsllnul : II,l fcls In Ii:edcr ,"/A
covers
n I,1,1s11 rant; l-nvca::; /10
f� Ialend fill lines to nem 1 111111111 of 1anl:s with
anti -siphon vcntsN ffj
f7 Inds:Illuor Ilusll with ul •tl-ua11
At;ila- lion of Iccycled (] 1:> ll:nd Iccll.nge line; to opal bolluul ufpils
lipoid While pits iuc Tilling with anti siphon vei11;
• Agitation cluriut; sloop tint: r1. c,lllutl Blot. lUVcts
lillinl; and lh.twlluwn
• AI;Ilaltun Ii1uIlII; warlctvaler
CUIIVI:yanCe.
rl llnx [orclt,
r1 t.1 I I lc. 1141 1 I 1. 1006, I'.Il;r. 1

Sunlit:
End ul 111.1uIIiII ,:, at
lal;uun
dt;11,1n '.1111.1t I 1
- Ittigati nl sptiid.1,:r
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,u11.1t,:;
I l.:.t.l ,uuul.Il .
I).:e,l
11n,
b11 1u..1 ,tlu1
CallISe
• Agitation dtuIi1g wastewater
conveyance
• Volatile gas emissions;
• Iliological mixing;
• Agitation
• I ligh ptessure itgilatinn;
• Wind (It ili
IHIb1Ps In Minimize ntlur
11 Extend discharge point of pipes underneath
lagoon liquid level
14----1iiper lagoon liquid capacity;
IR-�Cc'rrt ct lagoon startup procedures;
F tvfiairllwn surface area-to-vnhime min;
fl Minimum agitation when pumping;
11 Mechanical aeration;
fl Proven biological additives
Site Specific Practices
- S e4 Jt/ p'r /b e)//A 7 7
o deb- co q A-6 j� S/i� clq e Q ee(r ,,j.
1 igalc on dry days will little or no wind;
linimunl recommended operating pressure;
Pump intake near lagoon liquid surface;
fl Tamp from second -stage lagoon
• I'.ulial Inictubial deconlpnsilimi; fl Ilonom or midlevel loading;
• Mixing while lilting;
• Agitation when emptying
fl Basin surface mats of solids;
11 Tank covers;
/v/1
f-1 l'tnvcn biological additives or oxidants
• I'.olial oIi.Iol,ial dccaulpusilino; f7 lixlcnd drainpipe ullllcls un l JIIrallt liquid
• Mixing while tilling; level;
Agitation when emptying
Agitation when sin calling;
• Vulalilt: gill emissions
• \tol,lilc Las co li...•,iulls whip:
drying
• ( 'at taSS,lt: 1)IIIIUtsIUlll)
('.u,:,6s , 1,:1.111111)n,i1 i011
• IW'o1111111:11: I ulnitll'.I1011
I-1 liclnovc stilled solids regularly
fl Soil Injection ol'slimy/sludges;
fl Wash residual manure lion spreader Mier use;
Cl Proven biological adllilivcs of oxidants
f 1 Noll injection of shiny/sludges
11 Soil I1u:oiruirilli(tit wilIiin •I11 his.;
11 Spread in thin IIIIII m layers for rapid drying;
f 1 )I' oven biological additives ni nxid.inL: [�
Pitipertli:,posllton ofralcasscs N� —
Alp
f 1 (•un,l,Icte tovrt log o1 r.all-,Isse:i in but i;d pits; —^
f-1 I'Ioper loralion/constlu,ainit nl•disposal pits
ri ---•
uullat.J' ..t,n I. luunla5
it 11..., nth, 1 11, I'1'1(+
I>
<0:4

still, i L'
SLul.11llh e1;.11e1 .tlul111t1
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1.t.111111C hat I t:11 11111.1
puh11� Iu,ul� I10111 1.11111
dcrc>>
Ca 115t!
• 111411 uper (lraillal;e;
• t Iic11111i.11 decomposition of
organic matter
I'tt111 lyI11i1111Ii111letl actress Itlillls
HMI's In )Minimize Odor
Silt: Specific Practices
11 tirade and landscape; such that water drains "
away from Facilities
i; Fat in access road maintenance
G'-oa 1 R6i1 t1
I tlthltnn.tl Inlulut,utun .
5winc 1.1.uuu c t+I,uI tI:t nlcnt ; 11?111) Role/HMV Packet
.`iwluc Pimho'km I'.uin Potential Odor Suutccs and Itemttlies ; I:IIAI: Pact Sheet
Nksemc I'ludm non I;u.11ity Manure Management: I'il Itcclpltgc - Lagoon -I Icatment ; lillAI? 1211-11lt
5wute I'tntlut.uun I .trilily hl,uueru Ivtanogcnlenl: Underfloor Flush - Lagoon "treatment ; I:IIAI: 12948 1 .lhuun I h:ign and t.I,1nagement for Livestock Manure 1'It:atnlcul and Storage ; IsllAI? 103-83
1',t111u.Illutt ut Hamm: and 11Jaslcwaler Application Equipment ; I:IIAI: Fact Skeet
1'uuI1ullrttl; I idol:, hunt .';wine Buildings ; 1'I11-33
I:IIVuulllncllldl A ...., m tnrc ; idl'I'C Manual
1 Iptlun: ha Managing I Maur ; a lepolt limn the Swine ()dot Task Polce
turs,ntt.e 1'1111i 1-111. ut Anunul l:Iauulc Mtulagcnu_nl: Oduts anti Flies ; I'lt(II(17, I94S ('noliacut:e Proceedings
Available From :
NC,SI1, County Extension (:cnlcr
NCS11 - IIAIi
NCtill - IIA1
NCS11 -11A1:
HCSt1 - IIAI:
NCS11 - I1Ali
MCS11 - Swine Extension
NC Polk Producers Assoc
1'ICSl1 Agri Communications
Flotilla Cooperative Extension
ltttfl It II., 1111„t II. I )'tt,, I'.tl,t: 1

Soto cc
c �
£/- 1 v7
Insect Control Checklist for Animal Operations
CmtrSe BAII's to Control Insects
[lush Chalets --__ • Accumulation of solids
Lagoons and Pits • Crusted Solids
Excessive Vegetative. • Decoying vegetation
Growth
Liquid Systems
f4' Flush system is designed and operated
sufficiently 10 remove accumulated solids from
utters as designed.
Cat' Remove bridging of accumulated solids at
flischarge
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 -
}1 inches over more than 30% of surface.
Site Specific Practices
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
I•ce.Ici s • Deed Spillage
reed Storage • Accumulations of feed residues
1)ry Systems
t'tI Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
ccumnlation of decaying wastage.
Of Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 dory interval
during winter).
n Reduce moisture accumulation within and fr/n
inunediate perimeter of feed storal;e /-/p
areas by instiling drainage away from site
and/or providing adequate containment (e.g.,
covered bin 1hr brewer's grain and similar high
moisture grain products).
[l Inspect for and remove or break up accumulated /.1#
solids in filter snips around Iced storage as
needed.
Aittl(' - November 11, 1996, Page 1

Sun rcc
Animal Ilolding Areas
• Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
Cause HMI's 10 Control Insects
and feed wastage
Dry hfailure I kindling
Systems
• Accumulations of animal wastes
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around N1/I
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Site Specific Practices
rJi11it/ ��/ 71, / Cop7 /Hoi/
bLr //a(/ l/
O Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for hand
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
PIP
—flush 3,
For more information contact the Cooperative Extension Service, Department of -Entomology, Box 7613, North Carolina State I lniversity,
Raleigh, NC', 2769J-7613.
liMflICS'UOWCSAB338
A F II( - t•luven►ber 1 I, 1996, Page 2
f

6-1-iD7
EMERGENCY ACTION PLAN
PHO'1E NUMBERS
DWQ 7g-79/-c(.2 vv,
EMERGENCY MANAGEMENT SYSTEM 5''/ / ?If - 1$
SWCD cl/f-53q-7/s!o
NRCS 9/T-51340 7Is�
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: _Leakage from flush systems, houses, solid 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.
s
1 ' December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
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?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
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
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number --
and local NRCS office for advice/technical assistance phone number -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: - -
b. Contractors Address:
c. Contractors Phone:
2
APR 0 3 2019
WreQuenti
December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: acti-411 eiwre, lC
b. Phone: 'JO- 3Rs-- J000
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.
3 December 18, 1996

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
El El
El
IYM
141.0
El
on
El El
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
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 saivage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399,4.
Signet re of Farm Owner/Manager
3-, jy
Date
2/ //
Signature of Technical Specialist Date

Operator:JASON LEE County: Johnston
Date: 12/15/94
Distance to nearest residence (other than owner): 1100 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs.
0 Sows (farrow to feeder) X 522 lbs. 0
2940 Head (finishing only) X= 0
0 Sows (farrow to wean)X 135lbs. = 396900
0 Head (wean to feeder)433 lbs. = 0
X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW=
Volume = 396900 cubic feet 1.0 CF/lb. SSLW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 198450 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 390 feet ; width
Top of dike at elevation 49.50 feet 250 feet
Freeboard 1.0 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 48.50 feet
Bottom of lagoon at elevation 37.50 feet
Seasonal high water table elevation 42.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 384.0 244.0 11.00
AREA OF TOP
LENGTH X WIDTH
384 244
AREA OF BOTTOM
LENGTH X WIDTH =
318 178
93696 (Area of Top)
56604 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
351 . 211 296244 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom) X Depth/6
93696 296244 56604 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 818664 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
390 250 97500 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 97500 Square Feet
===> Design temporary storage to be
180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 396900 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 97161 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
Volume = gallons per CF
0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 56875 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot X DA
Volume = 55250 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97161 Cubic feet
5B. 0 Cubic feet
5C. 56875 Cubic feet
5D. 55250 Cubic feet
TOTAL 209286 Cubic feet

6. SUMMARY
Total required volume = 804636 Cubic feet
Total design volume avail.= 818664 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 595350 Cu..Ft.
At elev. 46.10 Ft; Vol= 604480 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 763414 Cu. Ft.
At elev. 47.80 Ft; Vol= 753996'Cubic feet (start pumping)
Seasonal high water table elevation is 42.00 Feet, which must
be lower than the elevation of top of treatment volume 46.10
DESIGNED BY: ��7 Li
bei,44:4114(
DATE: /Z v -9Y
APPROVED BY:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

—/o7
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is es
important to manage levels so that you do not have problems during extended rainyand
wet periods,
Maximum storage capacity should be available in the lagoon for
rs when
receiving crop is dormant (such as wintertime for bermudagrass) o when therethe
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation accordin to
a farm waste management plan should be done whenever the land is dry enough to g receive lagoon liquid. This will make storage space available in the Iagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet driod .
Overflow from the Iagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
• Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping,or a combination of
these practices. This should be done at let once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial tilling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for'
1. separation of joints
2. cracks or breaks
3. accumulation of' salts or minerals
4. overall condition of pipes

• Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp area on the back scope
4, erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject 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 will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion 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
of a waste discharge. However, a permanent solution should be wed by the is a threat
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert,
• Transfer Pumps ---check for proper operation of:
1. recycling 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 in need or 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 maintenance at a time when your lagoon is at its ]ow level. This will allow 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. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking Iot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1 adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should becorrectedpromptly. 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 rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea 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 irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon Iiquid pH. If the pH falls below
7.0, add agricultural Iime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7,0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well,

•
Management:
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted, This
will reduce the amount of solids entering the lagoon
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 show the
minimum liquid level and the maximum liquid lever (Figure 2-1),
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge,
• Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
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
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the 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 Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
• Lagoon liquid levels ---high levels are a safety risk.
▪ Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

B & J Family Farms, Inc.
Donald & Fleta Byrd
755 Powhatan Road
Clayton, NC 27527
April 22, 2019
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Attn: Ramesh Ravella
Subject: Additional Information Request
Application No.: AWS510007
Dear Ramesh Ravella:
RECEIVEDINCDEOPYWR
APR t92019
Water Quality
Regional Operations Se
ction
Attached is the lagoon/storage pond capacity documentation for lagoon #1 and
lagoon #2, as per your request.
If you have any questions please call me at 919/427-9137.
Sincerely,
ti& depeY
Fleta A. Byrd
Farm Owner/Operator
Attachments

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Donald E. Byrd
Donald E. Byrd
755 Powhatan Rd
Clayton, NC 27527-9844
Dear Mr. Donald E. Byrd
NORTH CAROLINA
Environmental Quality
April 08, 2019
RECEIV E►DIidCUEQIDWR
APR 2 9 2019
Water Quality
Regional Operations Sect
Subject: Additional Information Request
Application No. AWS510007
Donald E. Byrd
Johnston County
The Animal Feeding Operation Program of the Division of Water Resources (Division) has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s) within 30 (thirty)
days of receipt of this letter:
Q Lagoon/storage pond capacity documentation (design, calculations, etc.) Also provide any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at 2019Per►nitRellewa1(amedenr.lrov
Please feel free to contact me at 919-707-3702 if you have any questions regarding this letter,
Sincerely,
Ramesh Ravella
Animal Feeding Operations Program
cc: Ralei2h Regional Office, Water Quality Regional Operations Section
AFOGS Section Files — AWS510007
DEQ1
pl
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.9000

)perator a DONALD BYRD County: JOHNSTON Date: U5/ers/9-5
:=istance to nearest residence (other than owner): 1200.0 feet
_ . STEADY STATE LIVE WEIGHT
U sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lb's. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
5100 head (wean to feeder) x 30 lbs. = 153000 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 153000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 153000 lbs. SSLW x Treatment Volurne(CF)/ib. SSLW
Treatment Volume (CF) /lb. SSLW=
Volume = 153000 cubic feet
STORAGE ; niaRME FOR SLUDGE ACCUMULATION
Volume =
TOTAL DESIGN VOLUME
1 CF/l b . SSLL'1
0.0 cubic feet' Land pw w, r. w.esl2-I NO 5/ r.e._
S oral.... 4e. wi// Gdn
Inside top length _50.0 feet ; Inside top width 10 _0 feet
Top of dike at elevation 49, t feet
Freeboard 1.0 feet r Side slopes 2.5 . 1 (inside lagoon)
Total design lagoon liquid level at elevation 48.3 feetBottom of lagoon elevation Y:S. feet.
Seasonal high ater table elevation Fes{. 'l1 .€ e,
e.r r e._ _
Tot- l desicn volume usi ?a orismoFi' l Formula
E.
_.:' t. �`J! 1 i '.:� i'; � ; al 2 S c ' S I D E 1 5S f S i irl- 2
AREA OF TOr.
LENGTH * WIDTH =
Tom. 0 _ 02. 0
AREA OF BOTTOM
LENGTH * WIDTH =
AREA OF M i DSE CT I ON
LENGTH. * WIDTH * 4
_ 2 0. 0A .' . 0
LENGTH:
WIDTH
102.0
DEPTH
10.0
A
35190.0 (AREA OF TOE`)
15340.0 (AREA OF BOTTOM)
98560.0 (AREA OF MIDSECTION * 4)
CU. FT. = EAREA TOP + (4*AREA MIDSECTION) -i- AREA BOTTOM] +- DEPTH/6
35190.0 98540. 0 15340. 0
VOLUME OF LAGOON AT TOTAL t AL DESIGN L I t U I D L F VEL = 48487 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length * Width = 7 ti
350.0 107.0 37450.0 square 'Feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 37450.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB 5SLW 0.00136
Volume = 153000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 37364 cubic feet
:8. 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
iC. Volume of rainfall in excess of evaporation
Use peri od of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA 12 inches per foot
Volume = 21845.8 cubic feet
7.0 inches

D. Volume of 25 year - 24 hour storm
Volume = 6.S inches / 12 inches per foot * DA
Volume = 2i22i.? cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5r"i.' 37364 364 cubic feet
5B. 0 cubic feet
5C. 21846 cubic feat
5D. 21222 cubic feet
TOTAL 80431 cubic feet
SUMMARY
Total required volume 233431 cubic -feet
Total design-, volume avail. 248483 cubic feet
Min. req. treatment volume plus sludge accumulation 15-000 cubic feet
At elev.
45.4 feet ; Volume is 155627 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 227262 cubic feet
At el ev.
47.6 feet ; Volume is feet (start pumping)
Seasonal high :rater table elevation 0.0 feet
DESIGNED BY: -k._ �t/ad+✓a APPROVED BY: ri."
DATE: .S- y -y3 DATE:

DO nc)/d 6y 4.
S.7 Cr) We.hi.--,ce-Q.A.0.4
225
7t
VI -7_ 17. _-.- Z2,5 x J ji z 47: (
E-21 Lc- 0/60 t?2 ) 0 C3
1-4.5s--,v2x
2-- S1D7—cr3 +- e-3---3-77-x. Cu
ts•
(*las) C 17 4-- 2 /2 crb 825-0 3el, 6 0 ,
RECEIVEDINCDMIDWR
APR 2 9 2019
Water Quality
RegionaMparagotasSection

LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION
_i
Settled top of darn: 4`t.3
Top Width :
10'
Natural ground elev.
cut off seal
Depends on eyui pment �___ -- .
Scare land application 1)
elev. 47.6
Bent
support-
2.5
Bottom elev. 31.3
+ S
Construct top of dam
GSe. sd.a,yd ,fir
Fill Yardage: /6/6
dad = 073 CL - ,
—1-- Depth determind by
SCS on site dvrtr..,
eanSirue- ia1�
Stop land application
elev. 454
Temporary Volume
Trentmenc Volume
Top of sludge el ev. 35.3
f
Sludge accumulation
Lagoon size: Length . - - N/arf Width
z.s
Aporvx. y ee •
tan criirri
Cu. Yds. excavated .6oLS 1(
1 ENCH MARL: DESCRIPTION:
extsf +4 ,(a,.�,. _ Ek.v. So, ea e
7 b1. 2. Nail r tys &I-- NG)
., .. • — EL.ev. 30.6/
Mat/
Corner
A
GENERAL INFORMATION
JOB CLASS:
HAZARD CLASS: "2"
ANIMAL TYPE & NUMBER: Sioo PJ,gs
KIND OF OPERATION: o,.se,,"
NOTE: If construction is nr.t
started within one year, this
plan is not valid until re-
,
evaluation of f1oc,cf plain for
safety hazard is made.
3:e -rirc.a- Po
D� eruL Elevation:
LAGOON FOR ANIMAL WASTE
(SINGLE STAGE)
Dront afd Byrd
Aler-0 Cars/i»d
FAfil•1
COUNTY
STATE
. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
DESIGNED
Af:'!'fcOV1=o
TITLE:
DATE:
erede Evd.,j
Eve:
:a

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner t 6 r elli E _ j3 y rc1 County -ry `t r1
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 7 Ft. Length of Flood Pool 350 Ft.
Date of Field Hazard Investigation — G —93
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements : Fl0 bovve lain:FloodwaterlAbove
Ft. : Ft. : % :
: its av d
1 400 : 350 : o.r
: •
Zoo •
wf
2 .� o :os•
Ft. Ft.
•
•
• : (Araads : �as /ry cL _
3 : Ibto : Zvo : p.. : •
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Ay0 d�ren.�- ��, ,L��I folf d ,J e
a r clay,--aq-e_ 1-4 -)c1sl-: a i 1 abler vd,i
/ re- yivC
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V) .-
BY {a "
(nay )
Concurred By
(title)
A
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date —`

UNITED` STATES
oy� DEPARTMENT OF THE INTERIOR
''- GEOLOGICAL SURVEY
78 ° 22'30" l38000m.E
35°37'30"
3945° N.
343
3942
3941
35'
3340
0,Lassiter
232 �a Cem
739
5e-1ma Quac!
740
741 20'
FLOWER, \.25.9
• - \ ,_
03,

,;o
loot,
Dona ci E 5yci v�J
39 Pow%a�'ah ��oacl
9`�
el afro N P7520
E..'!!: 11
Tloid'no Pohc
,Uocar
LL..
2Or. id, r'i Lrrf
A./otc' to e STi l tops ltac'%%vn c.heo'c iay ut,cier otounc' cti;(rie5,
2. 7hls O jam is
T 1
f
•vo;J un ii I re— eva la a./i an pf. ' e co cr p la;k7
r;RZard j Cons rvc7loh �100 tic,/ 4eaI win
bjlou,rnq � Jai-e.cf 7e c1e5%o►� .:�P"toaa/,
y,/
The Fad; `dimerisi`c•rrs and
rades' are the best
3 estimate.. The
builder or contractor is responsible for final layout and
desi3r1 of the pads_ SCS personnel wi l l assist rrr a limited
capacity, as its major concern is the proper des i'an and
construction of the waste treatment 1asoorr_
The .actual amount c.f material required for pads and dare may
varyfrom the estimates. The desi•are vi I I attempt to balance
cuts and fi l is as close as possible- Ifadditional material is
required 'after- construct i orr is complete on tl-i:e l asoorr, the
contractor- and owner will :nesotiate orr, the pr-ice and .1 ::cati{rr
of the borrow area_

SWINE LAGOON DESIGN
e
Operator: Dena)cJ E. Byre] County: Mii►7s7oh Date: .3-2/-92
49,5oo., 95b
Distance to nearest residence (other than owner): ;cis« AND feet
1. STEADY STATE LIVE WEIGHT
sows (farrow tofinish)
sows (farrow to feeder)
)24 O head (finishing only)
sows (farrow to wean)
head (wean to feeder)
%x 1417 lbs. - lbs
x 522 lbs. = lbs
x 135 lbs. = / ? }oo lbs
x 433 lbs. = lbs
x 30 lbs. = lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ J6 ? 4oc lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = /oc7,9co lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= /6 7 'o o CF/lb. SSLW
Volume = / ?Yo(9 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = None cubic feet AanclOwner cPc h 'L wan T 7%ij
riqJJurecl 14i he, Sa)d he ha l
r 1 1)
N O pro Q ie✓n
gitt Ctigeri

f0 I AL DESIGN VOLUME
PAGE 2
Inside top length 257) feet ; Inside top width /< o. feet
Top of dike at elevation '}9. D -feet
Freeboard i feet ; Side slopes _3 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 9go feet
Bottom oflagoon elevation_ 9 feet
Seasonal high water table elevations feet
Total design volume using pr.ismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDES LENGTH WIDTH DEPTH
2' 3: 25-0 Ao 1
AREA OF TOP
LENGTH * WIDTH '_
2.14i j '1 = 3 759h ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
s 4 941 . = (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
Z)y 1.24_ = i06 /9 / (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
376-'76. IoG is'y I'7 / O
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = F:5 Z. CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
2s1D /40 = '0000 square feet
rv//1 . Buildings (roof and lot water)
Length * Width =
square feet
TOTAL DA = square feet
Design temporary storage period to be / R C) days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = /67 ilo o Lbs. SSLW * CF of Waste/Lb./Day * / 8:72 days
Volume = 49 3 90 cubic feet

'Volume of wash water
PAGE 4
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 = Ni n gallons/day * Av//9 days storage/7.48 gallons
per CF
Volume =
cubic feet
•
:5C.. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
days excess rainfall
inches
Volume = 72,S. in * DA / 12 inches per foot
Volume s goo cubic feet
5D. Volume of 25 year - 24 hour storm
Volume =
inches / 12 inches per foot * DA
Volume = ? 33 � cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 4/o iTo cubic feet
5B. •v . cubic feet
5C. ZS'oo o cubic feet
5D.. 2a, 333 cubic feet
TOTAL 58J3) cubic feet

PAGE 5
SUMMARY
Total required volume 2f-122cubic feet
Total design volume avail. 014g zs? cubic feet L'1g
Min. req. treatment volume plultitigt=atz17091404en 47 'oo cubic
eet
At elev. ysei feet ; Volume is /s/, 8ZS cubic feet (end pumping)
Total design volume less 25yr-24hr storm is Z'/ 57/ )7 cubic feet
At elev. feet ; Volume is z 2153j cubic feet (start pumping)
Seasonal high water table elevation 3S feet
DESIGNED BY: 3LUJ, ,31),
DATE: -a -92,
APPROVED BY: L Li)
DATE: