310831_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: 31-0831 Certificate Of Coverage Number: AWS310831
2. Facility Name: Old Camp Nursery #I, 2, 3 & 5
3. Landowner's Name (same as on the Waste Management Plan): James E Brice
4. Landowner's Mailing Address: 725 Old Camp Rd
City: Rose Hill State: NC Zip: 28458
Telephone Number: 910-284-9418 Ext. E-mail:
5. Facility's Physical Address: 849 Old Camp Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Marco Antonio Rocha
8. Farm Manager's telephone number (include area code): 910-284-6265 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): John Bradley Hales I1 Phone No.:
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 10,400
OIC #: 18052
Swine Cattle Dry Poultry Other Types,
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Lay ing Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Coati Wet Poultn
Gilts Other Non Lay ing Pullet
Other Lay ers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
i3g 1
.211 .P-Y
19.50
2
�,/
e'/3 3 gg
.z-
19.50
3
ll
/ 3,V3 a
2.?' 336
19.50
5
0-141
f 38 3-i
,2L/33(c.
19,50
Mail one (1) copy of the Certified Animal NNaste Management Plan (CAW\IP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP) sinned by the owner and a certified technical specialist. containing:
a, The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
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: 2019PermitRenewal(&ncdenr.gov

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: � Apt aS E. fiR.A. I Title: O e-g
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
30~9
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: 2019PermitRenewal a ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
James E Brice
Old Camp Nursery # 1, 2, 3 & 5
725 Old Camp Rd
Rose Hill, NC 28458
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 https:iideg.nc.gov/about/divj ions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, vou 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 April 3, 2019.
Please note that vou must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit nithm the time period specified ma} 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 an related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office. Water Quality Regional Operations Section
Duplin Count} Soil and Water Conservation District
AFOG Section Central Files - AWS310831
Murphv-Brown LLC
1. North Cero tie Department Que t D H�oN'et
D_E Q 512 N Se sbur St 1 1636of NEnve Sery ceronmenta Center Rek1 gh, Northsnof Caro er naResou27699-1rces636
""' U" 919 707.9000

Os,iEa Qx
Producer: jF; c �.c,r Ei,.rr-ow5(I a,,,,,s I , a, 3) ¢ 5>
Location: 1 \ 00 (O Id Ca MT ov A„ , S L Co .
Telephone: Cc1 lb) a Ss5 - 3 to o c.
Type Operation: uo e Q - f e c
Number of Animals: ► O 4 O O (9 s ; \-e s ® a c.oOk ..re.r
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where 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. 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. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoffto surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for This type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.

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Amount of Waste Produced Per Year(gallons, ft3, tons. etc.)
I0�4CT.)animals X.'-I)(amt.) waste/animal/year=`13L4(amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
10,40Danimals X Albs. PAN/animal/year = 919 albs. PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Tract Field
No.
Table 1: ACRES OWNED BY PRODUCER
Soil
Tune
Crop Lbs. N Acres Lbs. N
Per Ac. * Utili7P
Month of
unc I
WI
GD Pt
berg„ a(6)
a15
g.9 3-
1°5 S.
Aiacji -Oc.%•
UYIC 11
3
G A.
be'r (6)
77 5
10.1
a3.6
" - I
u
oA
bcien a
- (o
Li LI 3
I
''• - ''
0" C I
a
GoA_ as
ise'N►ucIa(6
ar (b
3 .0
i O
I t- II
..ae
ii
Uhl-'
ebsPA
—
,s It fs:r<A
50
10
500
Total J ao.c,t, c.0'70
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
erpedation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.

4)NAV'2:140AINEMINEMERi
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type
Per Ac. * Utilized Application
W/A
* See footnote for Table 1.
Total
Totals from above Tables
Table 1
Table 2
Total
Amount of N
Surplus o
Acres
Lbs. N
Utilized
6 01 0
DO .6(.0
(00-70
M.inced
Li 79 "Q
1 (57 1
NOTE: 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.

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See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop
No.
Application
Rate (In/Hr'
Application
Amount (In.
2
Cvo A
ber.•,�►.d a
0.5
0.5
3
Go A
et
O. 5
0.5
9
isi0 o
o O. 5
0.5
5Nog-G0/1
a.5
0.5
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for I So days of temporary storage and the temporary storage
must be removed on the average of once every (o MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation +-set (q ,-,crC
each v� �^a%,
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.

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REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff; drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of utilization,
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoffleaves the field. These filter ships will be in addition to "Buffers"
required by DEM. [See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application.
should not be applied when the wind is blowing.
Waste
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a -season prone to flooding. (See "Weather and Climate in North
Carolina" in the Technical Reference - Environment file for guidance.)

MI:cosfss`,;:M:;e5c
REQUIRED SPECIFICATIONS
(continued)
lagasin
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips) •
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the 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
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist" Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoffor drift from the site.

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REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. 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.
20. 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.

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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Fi LLa rA rrc u S 1 'a � 3
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established 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 storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved 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 DEM upon request.
Name of Facility. Qu►�er: �„ . r �,
(Please print)
Signature:
3."r mow s
Date: i/19/3'4
Name of Manage If differ t fr m off,,�;er): V) 4 i Q , T
it
Signature: d, Date:
Name of Technical Specialist: (Please print) Krp, ; e5 1-er e e.lc-
Affiliation: /.A f-pty �a..r� y ��,rw,-5
Address (Agency): P d l ox -7 5 1
j 'b S e E-i i ^IC D- 8 9.6 8
�� � ,4'W_ �I .� r- -
Signature.Date: I 5 L.

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
125
Operating Pressure at Pump (psi)
63.0
Design Precipitation Rate (in/hr)
0.28
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
#DIV/0!
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
#DIV/0!
Dead End
#DIV/0!
Tee
#DIV/0!
Gate Valve
#DIV/0!
45 degree bend
#DIV/0!
Page 10

Sheet5
Name:
Company:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet„
Narrative of Irrigation System Operation

Sheet?
Sprinkler Specifications
Sprinkler Type:
Nozzle Size:
Sprinkler Pressure:
Flowrate(GPM):
Wetted Diameter:
Lane Spacings
Desired Spacing (%):
Design Spacing(feet):
Actual Spacing (feet):
Actual Spacing (%):
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Nelson 100 gun
0.86 inches
60 psi
125 gpm
260 feet
CALCULATIONS
Design App. Rate =
330 degree arc =
220 degree arc =
180 degree arc =
Traveller Speed
70 %
182 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
200 feet
77
0.28 in/hr
0.31 in/hr
0.46 in/hr
0.56 in/hr
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
330 degree arc =
220 degree arc =
180 degree arc =
Mainline Velocity
0.5 inches
2.01 ft/min
2.41 ft/min
4.01 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity=
3.19 ft/sec.
Page 13

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.87 feet/100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: psi
Elevation head: psi
Mainline loss: 0.0 psi
Suction head and lift: psi
5% fitting loss: 3.0 psi
TOTAL(TDH) = 63.0 psi or 145.5 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:
Pump Efficiency:
Horsepower Required: #DIV/0! Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
Soil Bearing Strength:
feet
feet
End Cap: #DIV/0! ft2
90 degree elbow: #DIV/0! ft2
Tee: #DIV/0! ft2
45 degree elbow: #DIV/0! ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: 63.0 psi
70% of Pressure Rating: 0 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 14

Sheet?
NPSHA:
NPSHR: *from pump curve
If NPSHA>NPSHR OK
Page 15

•
WASTE UTILIZATION PLAN :<x
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
, hereby give
permission to apply animal waste from his Waste Utilization System on acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: Date:
Waste Producer: Date:
Technical Representative: Date:
SWCD Representative: Date:
Term of Agreement: , 19 to , 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Sheet8
1 ACREAGE CALCULATIONS
OLD CAMP
NURSERIES
3/15/2001
WIDTH
LENGTH
START
STOP
TOTAL
PULL #
END
END
ACRES
234 420
1-1
0.3
0.49
3.05
2-1 fi 234
2101 0.59
0
1.72
2-2 117
0
0.3
0.24
0.54
2-3
234
120
0.59
0
1.23
2-A
234
400
0.59
0.49
3.23
3-A
147
130
0.34
0.25
1.03
3-1
150
400
0.3
0.24
1.92
3-2
230
260
0.57
0.46
2.40
3-3
230
240
0.57
0.46
2.30
'TOTAL ACRES =
17.41
Page 16

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 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.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El 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.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El Q Any method which, in the professional opinionsof 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).
El]
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.
•Signs urearm Ow anager . Date
- 36 )
Signature of Technic I Specialist Date

EMERGENCY CTDON PLA
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
Q1b7qtA3O
49( -7,47-ago°
qfo-2A4 2(20
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.
A.
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.
Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
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 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.
8

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:
o 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.

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

PERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon 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 irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon 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 fertilized 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 least 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 filling 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
2

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
o gravity settling of flushed waste solids in an appropriately designed basin, or
o minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
o have more nutrients,
• have more odor, and
o require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
o Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
o 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.
o 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
phosphors, 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.

o 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.
Management:
o Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
o Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
o 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.
o Don not pump the lagoon liquid level lower than 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.
o Prevent additions of bedding materials, Tong -stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
o 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 darn 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:
5

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when 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 overflow 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.
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.
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.
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 occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime 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.
4

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 areas on the back slope
4. erosion due to lack or 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 sidewalis, 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 fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
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 of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low 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 lot
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
3

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Stems)
Flush Gutters Accumulation of solids
(
()
Flush system is designed and operated
suffi'ently to remove accumulated
s from gutters as designed.
emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( )design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
f decaying wastage.
( ,of
up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
residues
( )_-Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
p ducts).
( nspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal 0/Eliminate low area that trap moisture along fences
Areas wastes and feed wastage an ther locations where waste accumulates and
• turbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC -- November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
31

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Farmstead
Cause
BMP's to Minimize Odor
Site Specific Practices
Swine production
Animal body
surfaces
Floor surfaces
Dirty manure
covered animals
tative or wooded buffers:
ecommended best management
ptices;
ood judgment and common sense
(floors
Wet manure -covered
floors
( _Glotttd floors;
( )Waterers located over slotted floors;
( eeders at high end of solid floors;
(. 6Spe manure buildup from floors;
( Iderfloor ventilation for drying
Manure collection Urine (frequent manure removal by flush, pit
pits re,charge or scrape
( Inderfoor ventilation
Ventilation
exhaust fans
Partial microbial
decomposition
Volatile gases i. In maintenance;
Dust ( )Efficient air movement
Indoor surfaces
Dust
( „iWashdown between groups of animals
(Feed additives;
(eeder covers;
( )Fed delivery downspout extenders to
eeder covers
Flush Tanks
Flush alleys
Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ()Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Agitation during waste (Lderfloor flush with underfloor
water conveyance ventilation
Pit recharge
points
Agitation of recycled ( )Extend recharge lines to near bottom of
lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain
collection or
junction boxes
Agitation during waste ( )Box Covers
water conveyance
End of drain
pipes at lagoon
Agitation during waste
water
Sctend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(-,)P oper lagoon liquid capacity
( 1Correct lagoon startup procedures
(")Minimum surface area -to -volume ratio
( j)Minimum agitation when pumping
()Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
nozzles
High pressure agitation
Wind draft
( jtrrigate on dry days with little or no wind
( )Minimum recommended operation pressure
]Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12

Storage tank or
basin surface
Partial microbial
decomposition Mixing while (
filling Agitation when emptying(
(
) ottom or midlevel loading
Tank covers
)Basin surface mats of solids
}Psroven biological additives or oxidants •
Settling basin
surface
Partial microbial decom-
position Mixing while filling
Agitation when emptying
Extend drainpipe outlets underneath liquid
level
)Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets
Agitation when spreading
Volatile gas emissions
Dead animals
( )Soil injection of slurry/sludges
( ) ash residual manure from spreader after use
( vfProven biological additives or oxidants
Carcass decomposition ( �oper disposition of carcasses
Dead animal
disposal pits
Carcass decomposition
( /Complete covering of carcasses in burial pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( .0,;ondary stack burners
Standing water
around facilities
improper drainage
Microbial decomposition of
organic matter
Farm access road maintenance
away from facilities
Manure tracked
onto public roads
from farm access
Poorly maintained access (Farm access road maintenance
roads
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101,
1995 Conference Proceedings
NCSU-Swine Extension
NC Pork Producers Assoc
NCSU Agri Communication
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
13

Derator:BURROWS SITE #1 County: DUPLIN Date: 05/24/95
istance to nearest residence (other than owner): 2000.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 5ct lbs. = 0 lbs
head (finishing only) x 135 lbs. — 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other : 0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE i,,�:._�: _:,, iON
Volume = 0.0 cubic feet
Inside top length (feet) --
Inside top width (feet)--- -_
Top of dike elevation (feet) ------
Bottom of lagoon elevation (feet) ------------_--
Side slopes (inside lagoon)
180.0
136.0
97.6
87. 6
3.0
Total design volume using prismoida1 formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 174.0 130.0 9.0
AREA OF TOP
LENGTH * WIDTH =
174.0 130.0
AREA OF BOTTOM
LENGTH * WIDTH =
120.0 76.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
147.0 103.0
22620 (AREA OF TOP)
9120 (AREA OF BOTTOM)
60564 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP -+- (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22620.0 60564.0 9120.0 1.5
Total Designed Volume Available = 138456 CU. Fl.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180.0 136.0 24480.0 square feet
Buildings (roof anr- 1- water)
0.0 square feet Describe this area.
TOTAL DA 24480.0 sgl_i<:.r'e feet
Design temporary storage period to be
180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 78000 lbs. AI._W/ 1_;5 b . ALW * 1. 7 al/da
- g Y 180days
• 1 CI_iGl� feel;
Volume of wash water
Tnis is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flus
h systems that recirculate
iate
urie 1ctyu(fli wd4Er art dLLVtllll.(=(1 i lil' 111
Volume =
Volume = 0.0 cubic feet
0.0 gal lonsiday * 160 nays storagei i. 4Zi gallons
per OF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall.
-- 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14280.0 cubic feet

D.
Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15300.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5r. 14280 cubic feet
D. 15300 cubic feet
TOTAL 48628 t = feet
SUMMAR''r
Temporary storage period==--- -----.___)
180 days
f inr .I i in excess of evaporation-----------: %I
'�'. �. inches
25 year -- 24 hour rainfall -- -- ` 7.5 inches
-_-_) 1. 0 feet
Side ,_lopes--- _. -----
1
____- ___== --) 169.0 et i J3`
Inside top width=--•----. 136.0 feet
Top of dike elevation -- --i 97.6 feet
Bottom of lagoon elevation > 87.6 feet
Total required volume-- _- > 126628 cu. ft.
Actual design volume--------- _--•-:.J3645
:ei,'_01lni il1yrl 1'"a:el .dLii e c- ie Vd1. • _ii i iw I ) -•--
`jc...5 7"e6,
Stop pumping elev. --------- >
93.9 feet.
Must be ) or = to the SHWT elev. > 92.3 feet
Must- be > or = to min. req. treatment el.. _> 93.6 feet
Required minimum treatment volume-- -----=) 78000 cu. ft.
Volume at stop pumping elevation > 83794 cu. ft.
Start pumping elev. > 95.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - ELF hr. rainfall==> 123156 cu. ft.
Volume at start pumping elevation -"--__> 118828 cu. ft.
Required volume to be pumped---- _-_--) 33328 cu. ft. *
Actual volume planned to be pumped > 35034 cu. ft.
Min. thickness of soil .liner when required==; 1.' feet
DESIGNED BY: APPROVED BY: % `j(.(
DATE: DATE: e-W5A1 S
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
7.6
`i � C: tips
3 ,1

•Operator:
County.
Date:
=BURROWS SITE #1
DUPUN
05/24/95
Dist.to nearest residence (other than owner): 2000 ft.
sows (farrow to finish):===
sows (farrow to feeder): eder):---
head (finishing only):
sows (farrow to wean):
head (wean to feeder):
AV 41 i re Weight for other operatrons(lbs.) =
Storage volume for sludge accum. (cu. ft):= _•
Treatment Volume (min. 1 cu. ft/lb.)
25 Year — 24 Hour Rainfall (in.)
Rainfall in excess of evaporation (in.)
Drainage area of buildings & lots (sq. ft.)= -•
Volume of wash water (gallons/day)
Temporary storage period (days)
Freeboard (ft.):
Side slopes (inside lagoon):
Inside top length (ft):
Inside top width (ft.).
Top of dike elevation (ft.).
Bottom of laaoon elevation (ft.):
...pea:iutiat iuyhweld i&Utekonvv 1) eiev.yyL).-._•
Total required volume:
Act! aril design volume:
Stop pumping el.(::. or = to
(::.or=to
r;equttea minimum trearnent volume.
Volume at stop pumping elevation:
Start pumping elev.. — —
Volume at start pumping elevation:
Actual volur e less 25yr-2dhr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: = = == .
Actual volume to be pumped:==::.
126628 cu. ft.
1' 456 cu ft.
92.3 ft.SHW1)
93.6 ft.Ivlin)
I vTT
v1.I . cu. II..
83794 cLr. ft.
118828 cu. ft.
123156 cu. ft.
33328 cu. ft.
35034 cu. ft.
2600
1.0
7.5
7.0
180
1.0
3.0 : 1
180.0
136.0
97 6
87.6
93.9
95.7
**TOTAL VOL O.K. **
109.34%
107.43%
**STORM STOR. O.K. "
103.64X
**TEMP. VOL Q.K.**
105.12G/

0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet) 175.0
Top of dike elevation (feet) 140.0
Bottom of lagoon elevation (feet) 100.5
Freeboard (feet) 90.0
Side slopes (inside lagoon) 1.0
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH
3. 0
3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
169.0 134.0
AREA —OF —BOTTOM
LENGTH * WIDTH =
112.0 77.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
140.5 105.1)
r:BURROWS SITE 2 County: DUPLIN
Date: 05/30/95
7e to nearest residence (other than owner):
;�/ 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder) x 1417lbs.
0 head (finishing only) x 522 135 lbs.
x
0 sows (farrow to wean) lbs.
4
x
2600 head (wean to feeder) 30 lbs.
Describe other : x 30 lbs.
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW =
Volume = 78000 cubic feet 1 CF/lb. ALW
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
169. 0
0 lbs
0 lbs
0 lbs
0 lbs
78000 lbs
0
78000 lbs
WIDTH DEPTH
134.0 9.5
22646 (AREA OF TOP)
8624 (AREA OF BOTTOM)
59291 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
22646.0 59291.0
8624.0
* DEPTH/6
1.6
Total Designed Volume Available = 143388 CU. FT.

rPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
175.0 140.0 24500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24500.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
Volume of wash water
J 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
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14291.7 cubic feet

alume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 14292 cubic feet
5D. 15313 cubic feet
TOTAL 48652 cubic feet
JMMARY
Temporary storage period
Rainfall in excess of evaporation .0 days
7
25 year - 24 hour rainfall 7.5 inches
Freeboard > 7.5 inches
Side slopes > 1.0 feet
Inside top length > 3.0 : 1
Inside top width > 175.0 fee
Top of dike elevation > 140.0 feet
Bottom of lagoon elevation > 100.5 fe
Total required volume > 66.2 feet
Actual design volume > 126652 cu. ft.
Seasonal high watertable elevation (SHWT)===> 96.14963 cu. ft.
Stop pumping elev.3 feet
Must be > or = to the SHWT elev. > 96.4 feet
Must be > or = to min. req. treatment el.=> 56. 0 feet
96•0 feet
Required minimum treatment volume
Volume at stop pumping elevation > 78000 cu. ft.
Start pumping elev. > 81564 cu. ft.
9Must be at bottom of freeboard & 25 yr. rainfall feet
Actual volume less 25 yr.- 24 hr. rainfall==> 128076 cu. ft.
Volume at start pumping elevation
Required volume to be pumped > 140 cu. ft.
333
Actual volume planned to be pumped > 59cu. ft. *
Min. thickness of soil liner when required==> 351.5 cu. ft.
q 5 feet
IGNE
DATE: DATE :L/0/ -(14°1
75
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
APPROVED B

1
tor:O
County: DUPLIN
u• n. .w YF •
;K3
Date: 05/24/95
stance to nearest residence (other than owner)
: 1500.0 feet
E. AVERAGE LIVE WEIGHT (ALW) lbs
O sows (farrow to finish) x 1417 lbs. = 0i lbs
_-,•�,
O sows (farrow to feeder) x 522 lbs. .- 0 lbs
O head (finishing only) x 135 lbs.
= 0 lhs lbs.
O sows (farrow to wean)x 43378000 lbs
;_600 head (wean to feeder) x 30 lbs. -
Describe other
Total Average Live Weight = 78000 lbs
a. t+{INIMUM REQUIRED TREATMENT V LUiviE OF LAGOON
Volume = 78000 lbs. ALbi x Treatment Volr_!me (CF) /lb. ALW
Treatment Vr;iL,ne: r:F) /lb. AL4) =
1 CF/ lb. ALW
Volume = 78000 cubic feet
4.
Volume -- 0.0 cubic feet
TOTAL DESIGNED V OLUM:
Inside top length (feet) 156.0
Inside top width (feet) --"
156.0
Top of dike elevation (feet)- 98.6
Bottom of lagoon elevation (feet):7 •`='
1.0
Freeboard (feet)- ----
Side slopes (inside lagoon) - - 3.0
Total design volume using prismai.dal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 150.0 150.0 9.0
:o=A OF TOP
LENGTH * WIDTH =
150.0 150.0
AREA OF BOTTOM
LENGTH * WIDTH =
96.0 96.0
AREA OF MIDSECTION
LENGTH * WTDT1 p
123.0
22500 ( AREA OF TOP)
9216 (AREA OF BOTTOM)
60516 (AREA OF MIDSECTION * 4 )
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BUi--I-OM] * DEPTH/6
22500.0 60516.0
9216.0 1.5
Total Designed Volume Available = 138348 CU. FT.

EMRORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
156.0 156.0 24336.0 square feet
Buildings (roof and lot water)
0.0 s q u a r e feet
TOTAL DA 24.336.0 square fees,
Design temporary storage period to be 180 days.
A. voiumE of waste produc::r.
Feces & urine production in gal./day per i35 lu. HLW i.37
J
Describe this area.
Volume - 78000 lbs. -LW/1 5 lbs. HL- r 1. -.. / gal/day 130 days
f.
Volume 1�i`480 gals. or 19_��;8. ]. r �tfie c: -
513. Volume of wash water
This is the amount of fresh water u_.ed for washing floors or volume
ul rresii water used for a flush system. Flush systems that recircula.
the lagoon water are accounted for iT1.��
Volume =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
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 in * Did / 12 inches per foot
Volume = 14196.0 cubic feet

Volume of 25 year, - 24 hour storm
volurne =
I. ;:, inches / j L inches per toot * DA
Volume = 15210.0 cubic feet
TOTAL REQUIRED TEMPOP P" STORAGE
5A.
5B.
5C.
5D.
19048 cubic
0 cubic
14196 cubic
15210 cubic
feet
feet
feet
feet
TOTAL Ai._ 4+84 'F (_1_:.0(.: i e•e1,
-temporary si:orCtrg per.: O-- __.::: -
25
year -- 24 hour rainfall==================>
Side slopes ->
Inside top length==== ----
Inside top width
;cp of dike elevat
_>
Bottom of lagoon elevation=======_---- -->
Total required
Actual design volume
Seasonal high watertabie elevation SHWT)===>
Stop pumping e).ev.
Must be > or = to the SHWT elev.------------->
Must be > or = to min. req. treatment el. _>
Required minimum treatment volume -
Volume at stop pumping elevation >
Start pumping elev. ---- --- Must be at bottom of freeboard & 25
7.:;
1.0
�.0
156.0
156.0
9 8. 6
88.6
:126454
138348
y4.c+
93.
94.6
78000
82141
--=> 96.6
yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Jo1Ume at start
Required volume to be pumped==- =-_ .----.-------->
Actual volume planned to be pumped===--.-.----.>
Min. thickness of soil liner when required==>
. DESIGNED BY: APPROVED BY:
DATE: DATE: % 5/q 5
day,
.. _,1t
aches
feet
: 1
feet
feet
feet
feet
c u . f t .
c u . ft .
feet
feet
feet
feet
cu.. ft.
cu. ft.
feet
123138 cu.
116736 cu.
33244 cu.
34595 cu.
1.5 feet
NO"i i= : SEE A i I ACHLD WAS f E U i 1 L L H f' 1 IJN PLAN
ft.
ft.
ft.
ft.
{ COMMENTS:
u.,

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