660051_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: 66-0051
Certificate Of Coverage Number: AWS660051
2. Facility Name: DMJ Farm
3. Landowner's Name (same as on the Waste Management Plan): Dmi Group LLC
4. Landowner's Mailing Address: PO Box 5
City: Drewr% ville
Telephone Number: 434-594-6144 Ext. E-mail: mattmiles rrv,mail.comt
5. Facility's Physical Address: 388 Zion Church Rd
City: Conway State: NC
6. County where Facility is located: Northampton
7. Farm Manager's Name (if different from Landowner): Matthew G Miles
8. Farm Manager's telephone number (include area code): -434-661-�649£xt. Loy, S91.e. ,/ 0-1
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Matthew G. Miles Phone No.: 434-594-6144
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
Operation Types:
State: VA
Swine - Feeder to Finish 3,528
Zip: 23844-0005
Zip: 27820
OIC #: 988420
Sw:mc Cattle Dry Pau!trt, Other Tvoes
Wean to Finish Dairy Calf Non Laving Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr'.
Gilts Other Non Laying Pullet
Other Layers

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: AJ 1e- 1 Ci 0 r Ai Title:
Signature:
Name:
Signature:
Name:
Signature:
Date: 5 -16 - i /
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

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
/" ?: 0
C/ f 7t
L/03 ,7 g
zi 7 ,5-7?
19.00
NEW # 2
/ 97
-IA ' I
3/ 4,7,1.. ,
47 12b!
19.00
OLD NOT IN USE
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b5 the owner and a certified technical specialist containing:
i/ra. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

ROY COOPER
Comer
MICHAEL 5. REGAN
Secretary
LINDA CULPEPPER
airector
NORTH CAROLINA
Environmental Quality
February 27, 2019
Dmj Group LLC.
DMJ Farm
PO Box 5
Drewryville, VA 23844-0005
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 2 9 2019
VitlaCatalky
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://deq.nc.gov/about/divisions/water-resources/water-qualil■ -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_ \ou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered br, an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned b‘ April 3, 2019.
Please note that you must include one f 11 cony of the Certified Animal Waste Management Plan 1CAWM, with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have , any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Raleigh Regional Office, Water Quality Regional Operations Section
Northampton County Soil and Water Conservation District
AFOG Section Central Files - AWS660051
Murphh -Brown LLC
�� I12it Gs'] re Depe-tir=-rt afErN"•a' ,^erts Qa.s t. 1 D .4s'_r ocf 1:eta Res roes
512 N_ Sg sb r} St. 1 i636 h's Seri _ �e�ta= I Rr g , Marti Cac ^a 27fi9i 35
'. - y 219737 9:D3

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
E
El El
El El
EI
D El
D
D
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 t y 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 opinio►of the State Veterinarian, wouldmakepossible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an 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 beJdone 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.
7/17 3
Signature of Farm Owner/Manager
Date
Signature of Technical Specialist Date

Steven W. Treader
Commissioner
Mr. Matthew Miles
The DMJ Group LLC
426 East Main Street
Conway. NC 27820
nn►
North Carolina Department of Agriculture
and Consumer Services
Veterinary Division
Swine Farm 911 Address:
Blue Rose 3 Farm
1174 Jenkins Mill Road
Conway, NC 27820
Northhampton County
State ID: 555314224
National ID: OODQTXS
Dear Mr. Miles:
April 12, 2013
Swine Farm 911 Address:
DMJ 1 (Composter Location)
I 388 Zion Church Road
Conway, NC 27820
Northampton County
State ID: 555314223
National ID: OODQVFJ
Swine Farm 911 Address:
Blue Rose 4 Farm
237 Old Place Lane
Conway, NC 27820
Northampton County
State ID: 555314229
National ID: OODS5NL
43(
C��s,�o.i 4.0
/111.4 er..w /f'!r'/U
David T. Marshall, DVM
Stale Veterinarian
Swine Farm 911 Address:
DMJ 2 Farm
190 Deer Trail
Rich Square, NC 27869
Northampton County
State ID: 555313072
National ID: OODSZLE
Swine Farm 911 Address:
Blue Rose 7 — Jenkins Farm
I651 Bridgers Road
Woodland, NC 27897
Northampton County
State ID: 555313883
National ID: OODS6D2
Pursuant to NCAC 52C.0102, your request to compost swine mortality on your premises at 388 Zion
Church Road, Conway, NC and from your four other premises listed above is approved. The approval is
granted under the following conditions and stipulations:
1. All North Carolina solid waste, air, water quality, and other applicable regulations must be met in
siting and operation of the system
2. Only poultry or swine are to be processed in this facility; NO bovine, caprine, ovine or cervid
species shall be processed
3. Mortality to be processed shall originate only from the identified premises and the finished
product is used solely on agricultural operations owned, operated, or leased, by the permitee
4. The final product of the process must be stored, treated and utilized in accordance with all federal,
state, and local laws, regulations, and permit requirements; the final product shall not be sold
5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5
days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days
to maintain the composting process and reduce pathogen load
6. Dead animals are not to be removed from composting until all flesh, internal organs, and other soft
tissue are fully decomposed
7. The proposed facility shall have the following minimum setback requirements*:
1030 Mail Service Center, flaleigh, North Carolina 27699-1030 a [phone]
An Equal opportunity Affirmative Action Employer

• 100-foot buffer between all property lines and compost areas
• 100-foot buffer between all wells and compost areas, except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost areas
8. A copy of the permit, plans, and operational reports shall be maintained on site and be available
upon request by NCDA&CS, Veterinary Division personnel
9. The facility and operational records shall be available for annual inspection be Veterinary Division
personnel and shall be sent to the Veterinary Division upon request
10. Operational reports shall include temperature monitoring during initial facility start-up and follow-
up records that contain either 10 days/month or annual laboratory results of pathogen load testing
11. An application for a permit modification shall be required for changes in facility ownership, an
increase in facility capacity, or any other changes from the stipulations of this permit
12. In the event that movement of carcasses from the premises of origin to the compost facility on
another premises is specifically permitted by NCDA&CS, the owner must comply with conditions
in GS 106-168.8 (5) and (6) followed by licensed renderers: The carcasses must be transported
within 24 hours of death in a leak -proof vessel or vehicle with a cover, to prevent spread of
disease by flies or other agents during the transportation. Prior to movement from the premises of
origin, the vessel or leak -proof container or vehicle containing the carcasses must be disinfected
following loading of carcasses, to prevent the spread of disease. Following unloading at the
composter, the vehicle or vessel must be cleaned and disinfected prior to leaving the composter
premises. The person loading and transporting the carcasses must wear rubber boots and suitable
protective clothing. The boots must be disinfected prior to entering the premises with carcasses to
be moved, as well as after unloading carcasses at the compost facility, prior to leaving that
premises or entering a public area. Contaminated protective clothing must be discarded or
removed and safely disposed of to prevent carrying disease organisms away from the farm of
origin or the compost facility.
13. The Veterinary Division must be immediately notified of any complicating issues involving
animal disease or environmental concerns
14. The State Veterinarian reserves the right to cancel this permit if a specific concern for controlling
animal disease arises, or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or
type of mortality management system by the State Veterinarian and the Office of the State Veterinarian
does not approve or disapprove the technical or performance standards for specific makes or designs of
equipment.
*Additional requirements and regulations will apply from DENR, Division of Solid Waste Management if
application for off -farm disposition of composted material is requested (see G.S. 130A-309.29 and 15A
NCAC 13B, Section .1400
Sincerely,
Dr. Tom Ray, DV M MPH
Director of Animal Health Programs/Livestock
cc: Dr. David Marshall, State Veterinarian
Dr. Sarah Mason, Director, AHP-Poultry
Dr. Jim Kittrell, Veterinary Medical Officer
Mr. Paul Boone, NRCS

Inwrdvrry-raruwrr, LA. Le
GULL ! IVVy GY YYVJI
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
County:
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 3528f
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are -strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
DMJ Farms, LLC
DMJ Farms, LLC; Facility No. 66-51
Northampton
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Infecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

s
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH In the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
3528
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
3212 gaUyr
4015 gaUyr
10585 gaUyr
223 gaUyr
986 gal/yr
gaVyr
gaUyr
gaUyr
gaUyr
3,478,608 gaUyr
Total 3,478,608 gaUyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity TY e_ Nitrogen Produced per Animal Total
3528
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
5.4 Ibs/yr
6.5 lbs/yr
26 Ibs/yr
0.48 Ibs/yr
2.3 lbs/yr
Ibs/yr
Ibs/yr
Ibs/yr
lbs/yr
8,114 Ibs/
Tel 10,164lib e/yr 4
Cohost Material 2050 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 43.85
Total N Required 1st Year: 12796.59
Total N Required 2nd Year: 12796.59
Average Annual Nitrogen Requirement of Crops: 12,796.59
Total Nitrogen Produced by Farm: 10,164.40
Nitrogen Balance for Crops: (2,632.19)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11
*See Add't
Comment
Page 7
p an s . - se . on a was app Icat on me s a ove. I you Dose to c nge
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.

DMJ Farms, LLC
8/9/2012
oeptiol►ffaee Specifications Year 1 of a 2 Year Rotation
Tiakr
3024
3024
11
IrrigatEd • Soil tat Crop Time to 1st Crop 1st Cupp Lb$ N/Ac Lbs N Total Ibe N
Acreage Tye Code Apply yield lbs WUnitrResidual /Ac Utilized
8.8
5.1
32.15
Ra G Aug -July
NoA G _Aug-Juy
NoA C Mans-Aup
end Crop
Code
Time to 2nd Crop 2nd Crop Lbs WAG Lbs N Total Ibe N Tot - Total N
Yield Ibe NlUnit Residual /Ac Utilised Lbs M!Ac Utilized
3.38
2.63
6.50
145.34 959.24
120.96 617.00
299.00 9612.85
12.9
NoA R N/A
Sept-APIA
0.00
0.00
50,00
0.00
0.00
1607.50
145.84 95924
120.93 617.00
349.80 11220.35
0.00 0.00
Sept -April
2.09 15 79.05
1019.75
79. 1019.75
rotals
11189.09
3(a) of 11
12796.30

l
OW Farms. LLC
8/9/2012
FICIW171w11 WWI$pecyruWuun year z or a z year ltotauon
Tract
Field
Irrigated
Acrear
Soil lst Crop
Type Code
Time to 1st Crop 18t Crop Lbs WAc Lbs N Total l s N
Apply Yield Iba WUnit Rescdual /Ac Utllizad
Ord -Crop Time to 2nd drop 2nd Crop Lbs wAc Las N Twat es N
Code Appl Yield Ibs WUnit Residual fAC Utilized
Total
Lbs WAc
ota i as N
Utilized
1
3024
1
'
6.6
Ra
G
Asp-Juy
3.38
43
145.34
959.24
r
0.00
0.00
145.34
959.24
3024
2
5.1
NoA
G
Aug -July
2.63
46
120.96
617.00
0.00
0.00
120.98
617.00
3024
3
32.15
NoA
C
March-At>L
6.50
46
299.00
9612.85
L
1 Sept -April
1
50
50.00
1607.50
349.00
1220.35
Optional
235
1
12.9
NoA
O
Apr -Sept 15
35.00
3.91
136.85
1785.37
•
0.00
0.00
136.85
1765.37
4-
r
_
T
�
o1als: 43.115 17189.09
1607.50
12796.59
3(b) 0111

available nitrogen to satisfy (hi cif the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded In bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This Toss of stand will result in reduced yields and Tess nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two Inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized / unit yield
A Barley 1.6 lbs N ( bushel
B Hybrid Bermudagrass - Grazed 50 Ibs N / ton
C Hybrid Bermudagrass - Hay 50 lbs N / ton
D Com - Grain 1.25 Ibs N / bushel
E Corn - Silage 12 Ibs N / ton
F Cotton 0.12 lbs N / Ibs lint
G Fescue - Grazed 50 Ibs N / ton
H Fescue - Hay 50 Ibs N / ton
I Oats 1.3 lbs N / bushel
J Rye 2.4 lbs N / bushel
K Small Grain - Grazed 50 Ibs N / acre
L Small Grain - Hay 50 Ibs N / acre
M Grain Sorghum 2.5 Ibs N / cwt
N Wheat 2.4 lbs N / bushel
O Soybean 4.0 Ibs N / bushel
P Pine Trees 40 lbs N / acre / yr
Q Matua Hay 50 Ibs N / ton
R Peanuts
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm TotaVyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
3528 Feeder to Finish 0.36
1270.08
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1270.08 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 6350.4 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 21 acreas of land. If you apply the sludge
to cam at a rate of 125 pounds per acre, you will need 50.8032 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The followng is provided as a guide for establishing application rates and mounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
3024 1 Ra G 0.4 1
3024 2 NoA G 0.5 1
3024 3 NoA C 0.5 1
Optional
235 1 NoA R 0.5 1

Additional Comments:
This plan revised to reflect an update in the yields, PAN rates and application
windows to match those listed in the tables on the NCSU Nutrient Management
website. Also, the proposed PAN generated by the new mortality composting
system is included in the total PAN produced by the farm. This calculation was
made by Joy Sherod, NRCS and is as follows:
750 Ibs daily mortality yields 22.5 cu ft compost/day; half will be recycled
back = 11.25 cu ft x 365 days x 40 Ibs per cu ft/2000 Ibs = 82 tons/yr
82 tons/yr (0 25 Ibs PAN/ton = 2050 Ibs PAN/yr
No animal waste will be applied to peanuts.
This plan shows Tract 3024 fields 1 & 2 to be in fescue grazed and field 3 to
be in bermuda hay with small grain hay overseed. Acres shown are wettable
acres. A copy of the Wettable Acres Determination is attached.
Tract 235 field 1 is optional and is shown to be a two year rotation of peanuts,
wheat grazed and soybeans. Acres shown are field acres. A wettable acres
determination should be done for this field 11 it is to be used for waste
application.

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: DMJ Farms, LLC; Faculty No. 66-51
Owner: DMJ Farms, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: DMJ Farms, LLC
Signature:
ileaL4-yx4.
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Signature:
17) 4--1-1v- ►(.r
Date
Iff ,ilL y.--- ;, - /ra 2 (z
Date
M. Kevin Weston
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
4r/9/ewe._
Date

�,at el+i - - - -
1
2
3
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase In the number of animals, method of
application, recieving crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8
Animal waste shall not be applied to saturated soils, during rainfall events, or when the

N�T ENT 11TI1 17ATIAfU D1 AlJ
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1,1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist°. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
MAR 2 9 2019

REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18
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.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21
Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment Lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

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•

rower: - + Bri gees, J
Address: Rt. 2 Box 173 B
Conway, NC 27820
County: Northampton
ANAEROBIC
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
esigne
Checke
WASTE LAGOON
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
Total Volume =
26565 (Cu.Ft.)
93443 (Cu.Ft.)
238140 (Cu.Ft.)
358,148 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
I
Depth f
10.60 Ft. ✓
19.08 In. t/
55.2 In. ,/
DESIGN VOLUMES
27,250 (Cu.Ft.)
134,205 (Cu.Ft)
242,330 (Cu.Ft.)
403,75 (Cu.Ft.)
y:
d By: MKW
Date:
Sheet 1 of 7
DESIGN
N
N
Y
N
09/27/04
0
1764 Hd.
0
0
0
0
180 Days
6.7 In.
7.5 In.
8.9 In.
0
0
95.00 Ft.
1.0 Ft.
0.3 Ft.
1 :1 (H:V)
357.2 Ft. >
133.2 Ft.
100.10 Ft.
89.50 Ft.
98.51 Ft.
95.50 Ft.
% REQ'D.
102.58%
143.62%
101.76%
112.74%
1.6 Ft.
47,579 S.F.

Elevation {FT.)
89.50
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
100.10
Grower: Sill l ge� rs�, . r.
Address: Rt. 2 Box 173 B
Conway, NC 27820
County: Northampton
esigne y:
Checked By: MKW
Date: 09/27/04
Sheet 2 of 7
ACTUAL DESIGN_ VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
37,632
38,081
38,985
39,897
40,817
41,745
42,681
43,625
44,577
45,537
46,505
47,481
47,579
Incr. Vol. (Cu. FT)
18,928
38,533
39,441
40,357
41,281
42,213
43,153
44,101
45,057
46,021
46,993
4,753
Cumul. Vol. (Cu. FT)
18,928
57,461
96,902
137,259
178,540
220,753
263,906
308,007
353,064
399,085
446,078
450,831
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 358,148 CF
END PUMP====
START PUMP ==:
MAX STORAGE =
95.50 FT
98.51 FT
99.10 FT
CUMULATIVE VOL.
242,330 CF TR'MT
376,535 CF TEMP
403,785 CF STOR
ZONE VOL. 112.74%
242,330 101.76%
134,205 143.62%
27,250 102.58%

Rt. 2 Box 173 B
Conway, NC 27820
Northampton
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Checked By: MKW
Date: 09/27/04
Sheet 3 of 7
reatment volume:
ima ype . apace ity cu. tlb-Mote
Nursery
0
30
1.00
0
Finishing
1,764
135
1.00
238,140
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft )=
Sludge Storage Volume:
238,140
Animal -Type Capacity ALW ' (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Finishing
1,764
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
otal Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period ri lday) = Total
Nursery
_ 0
180
0.30
0
Finishing
1,764
180
1.37
435,002
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
otal Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water.
435,002
58,155
Animal Type Capacity ` Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Finishing
1,764
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
_
0
Boars
0
180
0.00
0
Murphy -Brown, LLC Engineering
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
P.O. Box 856, Warsaw NC 28398
0
[phone]

Aaaress: Kt. 1 Box 173 U
Conway. NC 27820
County: Northampton
Checked By: MKW
Date: 09/27/04
Sheet 4 of 7
•
Ter orary Storage Volume: (Conti
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (47579 sq.ft. + 0 sq.ft.) * 9 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'i Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (47579 sq.ft + 0 sq.ft.) * 6.7 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
VoI.=(Lagoon Surf. Area + Addtl Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (47579 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge) =
Murphy -Brown, LLC Engineering
TOTAL REQUIRED VOLUME = 358148 (CU.FT.)
35,288
26,565
26,565 (CU.FT)
93,443 (CU.FT)
238,140 (CU.FT)
P.O. Box 856, Warsaw NC 28398 — [phone]

Address: Rt. 2 Box 173 B Checked By: MKW
Conway, NC 27820 Date: 09/27/04
County: Northampton Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 403785 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, LLC Engineering
100.10 FT.
Not Ai Applicable
99.10 FT.
Not Applicable
98.51 FT.
95.50 FT.
Not Applicable
95.00 FT.
89.50 FT.
357.20 FT.
133.20 FT.
1:1 H:V
47,579 SF
1.6 FT.
1.00 FT.
180 Days
6.0 FT.
3.0 FT.
1.6 FT.
10.6 FT.
P.O. Box 856, Warsaw NC 28398 [phone]

Grower.
Address:
County:
Bill Bridgers, Jr.
Rt. 2 Box 173 B
Conway, NC 27820
Northampton
ZONE ELEVATIONS
TOP OF DIKE ELEV =100.10
Designe KBW
Checker MKW
Date: 09/27/04
Sheet6of7
STRT PMP EL.= 98.51
END PMP EL. = 95.50
Murphy -Brown, LLC Engineering
1
1
1
TOP OF STORM ELEV = 99.10
TOP OF TEMP STORAGE ELEV = 98.51
1 TOP OF TREAT ELEV = 95.50
1 /
1
1
1
FINISHED BOTTOM ELEV = 89.50
SHWT = 95.00
P.O. Box 856, Warsaw NC 28398 [phone]

Address: Rt. 2 Box 173 B
Conway, NC 27820
Northampton
County:
Checked By: MKW
Date: 09/27/04
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
COMMENTS:
NOTE: See attached Waste Utilization Plan
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

A dttt , Rt1 2 Box 17313
kigrtuig4:: 'Auk. gi.)27 8215
tirt . ROBIC
Checked By: MKW
WASTE LAGOON DESIG
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length:
Inside Top Width: --- -----
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y/N)
(Y/N)
(Y/N) ��
Depth
12.70 Ft.
19.2 In.
48 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
Storm Stor =
Temporary =
Permanent =
Total Volume =
25271 (Cu.Ft.) 25,519 (Cu.Ft.)
91724 (Cu.Ft.) 93,492 (Cu.Ft.)
238140 (Cu.Ft.) 242,754 (Cu.Ft.)
355,135 (Cu.Ft.) 361,766 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)-------------__--
N
N
Y
N
o /27/t T
aif
0
1764 Hd.
0
0
0
0
180 Days
6.7 In.
7.5 In.
8.9 In.
0
0
95.00 Ft.
1.0 Ft.
0.3 Ft.
2.5 :1 (H:V)
321.0 Ft.
141.0 Ft.
101.70 Ft.
89.00 Ft.
100.10 Ft.
97.70 Ft.
% REQ'D.
100.98%
101.93%
101.94%
101.87%
1.9 Ft.
45,261 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Elevation (FT.)
89.00
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
101.70
rower: riagers, Jr.
Address: Rt. 2 Box 173 B
Conway, NC 27820
County: Northampton
esigne uy:
Checked By: MKW
Date: 09/27/04
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
19,956
21,656
23,406
25,206
27,056
28,956
30,906
32,906
34,956
37,056
39,206
41,406
43,656
45,261
Incr. Vol. (Cu. FT]
20,806
22,531
24,306
26,131
28,006
29,931
31,906
33,931
36,006
38,131
40,306
42,531
31,121
Cumul. Vol. (Cu. FT)
20,806
43,338
67,644
93,775
121,781
151,713
183,619
217,550
253,556
291,688
331,994
374,525
405,646
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 355,135 CF
CUMULATIVE VOL.
ZONE VOL. 101.87%
END PUMP = = = = 97.70 FT
START PUMP = = 100.10 FT
MAX STORAGE = 100.70 FT
242,754 CF TR'MT
336,247 CF TEMP
361,766 CF STORM
242,754 101.94%
93,492 101.93%
25,519 100.98%

Address: Rt. 2 Box 173 B
Conway, NC 27820
County: Northampton
Checked By: MKW
Date: 09/27/04
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
[Animal Type Capacity ALW ' (cu.ff./fJ = i otai]
Nursery
0
30
1.00
_ _ 0
Finishing
1,764
135
1.00
238,140
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
T
400
1.00
0
Total Required Treatment Volume (cu. ft )=
Sludge Storage Volume:
238,140
[Anima Type Capacity ALW ; (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Finishing
1,764
135
0.00
0
Farrow to weanling _
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1 1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
Lnima Type _ Capacity * Sto. Period dJday = Tota
Nursery
0
180
0.30
0
Finishing
1,764
180
1.37
435,002
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water.
435,002
58,155
[Animal Type Capacity * Sto. Period d./day) = To a
Nursery
0
180
0.00
0
Finishing
1,764
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
MAR 2 9 2019
[phone]

Grower. Bill Bridgers, Jr. Designed By: KBW
Address: Rt. 2 Box 173 B Checked By: MKW
Conway, NC 27820 Date: 09/27/04
County: Northampton Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (45261 sq.ft. + 0 sq.ft.) * 9 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Voi.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
VoI.= (45261 sq.ft + 0 sq.ft.) * 6.7 in. /12 in./ft.
Total Required Volume for 25Yr: 24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (45261 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 355135 (CU.FT.)
33,569
25,271
25,271 (CU.FT)
91,724 (CU.FT)
238,140 (CU.FT)
0
LW Enpineorirrg P.O. Sox 858, Wereew NC 26398 (Wg) 293=3434

Address: Rt. 2 Box 173 B Checked By: MKW
Conway, NC 27820 Date: 09/27/04
County: Northampton Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone De«ths:
TOTAL DESIGN VOLUME = 361766 (CU.FT.)
Treatment / Sludge Storage Zone Depth -------
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
101.70 FT.
Not Al Applicable
100.70 FT.
Not Applicable
100.10 FT.
97.70 FT.
Not Applicable
95.00 FT.
89.00 FT.
321.00 FT.
141.00 FT.
3:1 H:V
45,261 SF
1.9 FT.
1.00 FT.
180 Days
8.7 FT.
2.4 FT.
1.6 FT.
12.7 FT.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Bill Bridgers, Jr.
Rt. 2 Box 173 B
Conway, NC 27820
Northampton
Designe KBW
Checkec MKW
Date: 09/27/04
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV =101.70
STRT PMP EL= 100.10
END PMP EL. = 97.70
)hy--Brown, LLC Engineering
1
1
1
1
TOP OF STORM ELEV =100.70
TOP OF TEMP STORAGE ELEV = 100.10 /
1 TOP OF TREAT ELEV = 97.70 SHWT = 95.00
1
1
1
1
FINISHED BOTTOM ELEV = 89.00
P.O. Box 856, Warsaw NC 28398 [phone]

Aaaress: Rt. 2 Box 173 B Checked By: MKW
Conway, NC 27820 Date: 09/27/04
County: Northampton Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
COMMENTS:
NOTE: See attached Waste Utilization Plan
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

N r; W LiJ UUN
,FLIENTS
TJI TY
`-- TODAYS
SITING
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NUMBER
NAME
DATE
LAW DISTANCES OKAY (YES OR NO)
OF PIGS WEANLING TO FEEDER
OF PIGS FEEDER TO FINISH
OF SOWS FARROW TO WEANLING
OF SOWS FARROW TO FEEDER
OF SOWS FARROW TO FINISH
OF DEVELOPING GILTS
OF STUD BOARS OR GESTATING SOWS
OF YEARS OF SLUDGE ACCUMULATION
(5 year minimgn unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL >
TOP WIDTH AT NORMAL WATER LEVEL >
NORMAL WATER LEVEL ELEVATION >
SEASONAL HIGH WATER TABLE ELEVATION ===>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 6.5
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES >
Permanent Volume Required
Permanent Volume Provided
159560.5
167388.5
."--ADDITIONAL DA W/O EVAP. (VEGETATED) ___>
ADDITIONAL DA W/O EVAP. (NON-VEGET.) __>
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION >
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE >
GALLONS OF FRESH WATER ADDED DAILY ====>
NORMAL RAINFALL FOR PUMPING CYCLE >
PERCENT RUNOFF ON VEGETATED AREAS >
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE ==>
25YR/24HR STORM RAINFALL >
RUNOFF DEPTH FROM VEGETATED AREAS >
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=0) >
FREEBOARD >
Billy Bridgers
Northampton
8/12/97 ((/6
Yes
I, 0
0
550
0
0
0
0
290.0 FEET
110.0 FEET
95.5 FEET
94.7 FEET
89.0 FEET
feet
2.5:1
cubic feet
cubic feet
0 SQUARE FEET
0 SQUARE FEET
-3033G�SQUARE FEET
237x128
180 DAYS
0 GALLONS
21.5 INCHES
30 PERCENT
65 PERCENT
12.6 INCHES
6.7 INCHES
0.0 INCHES
0.0 INCHES
0 (NUMBER ONLY)
1.0 FEET
ESTIMATED TOP OF DAM ELEVATION > 101.7 FEET
Temporary Storage Volume Needed 193822.2 cubic feet
Temporary Storage Volume Provided 194091.7 cubic feet
Top of Dam Elevation = 101.7 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 321.0 feet Width = 141.0 feet
ESTIMATED DEPTH TO PUMP =
,Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
4.0 FEET
151614 cubic feet
144133 cubic feet ,•' ,
99.5 feet
95.5 feet

STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs. = 0 lbs
0 head feeder to finishing x 135 lbs. = 0 lbs
550 sows farrow to weanling x 433 lbs. = 238150 lbs
O sows farrow to feeder x 522 lbs. = 0 lbs
0 sows farrow to finish x 1417 lbs. = 0 lbs
0 developing gilts x 150 lbs. = 0 lbs
0 stud boars or gestating sows = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 238150 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25 = 0 cu. ft.
O pounds feeder to finishing x 0.25 = 0 cu. ft.
238150 pounds farrow to weanling x 0.17 = 40485.5 cu. ft.
O pounds farrow to feeder x 0.17 = 0 cu. ft.
O pounds farrow to finish x 0.25 = 0 cu. ft.
0 pounds of developing gilts x 0.25 = 0 cu. ft.
O lbs. of boar studs or gest. sows * 0.125= 0 cu. ft.
TOTAL SLUDGE ACCUMULATION
3 REQUIRED LIQUID VOLUME OF LAGOON
= 0 cu. ft.
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder x 1.0 = 0 cu. ft.
0 pounds feeder to finishing x 1.0 = 0 cu. ft.
238150 pounds farrow to weanling x 0.67 = 159560 5 cu. ft.
0 pounds farrow to feeder x 0.67 = 0 cu. ft.
0 pounds farrow to finish x 1.0 = 0 cu. ft.
O pounds of developing gilts x 1.0 = 0 cu. ft.
O lbs. of boar studs or gest. sows * 1 = 0 cu. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON = 159560 cu. ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE = 159560.5 cu. ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 95.5 feet
Construct lagoon bottom elevation 89.0 feet
Lagoon size for normal lagoon liquid ..';
g g volume using prs�todalformula
14*
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 I•EPTH?
2.5 2.5 2.5 2.5 ''_•,.5:
AREA OF TOP
LENGTH *WIDTH =
290.0 110.0
31900.0 (AREA OF TOP)

257.5 77.5 19956.2 (AREA OF BOTTOM)
TOTAL DA
Pumping cycle to be
6A. Volume of waste produced
5. DAM
AREA OF MIDSECTION
(Lm * Wm) =
273.8 93.8
25664.1 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP, + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
31900.0 102656.2 19956.2 1.083
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =67388.5 CU. FT.
VOLUME NEEDED = 159560.5 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 290.0 FEET LONG BY 110.0 FEET WIDE
Place spoil as a continuous
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width =
321.0 141.0
Additional Drainage Area
Vegetated
Non -Vegetated
dam to elevation 101.7 feet.
45261 square feet
Without Evaporation
0 square feet
0 square feet
Additional Drainage Area With Evaporation
30336 square
75597 square
180 days.
0 head weanling to feeder x 0.5 gals/day =
0 head feeder to finishing x 2.3 gals/day =
550 sows farrow to weanling x 7.2 gals/day =
0 sows farrow to feeder x 8.0 gals/day =
0 sows farrow to finish x 23.0 gals/day =
0 developing gilts x 2.5 gals/day =
0 stud boars or gest. sows x 6.7 gals/day =
TOTAL VOLUME OF WASTE
feet
feet
0 gals/day
0 gals/day
3960 gals/day
0 gals/day
0 gals/day
0 'gal`s/day
b gals/day
96Q, gals/day"
Volume = 3960 gals/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 95294.1 cubic feet

Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 8.9 inches
Volume = Volume from lagoon + volume from feedlots, etc + volume frc
Volume = 56319.8 cubic feet
6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume frc
Volume = 42208.3 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume frc
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 95294.1 cubic feet of waste
6B. 56319.8 cubic feet of excess rainfall
EC. 0.0 cubic feet of fresh wash water
6D. 42208.3 cubic feet of 25yr-24hr storm wat
6E. 0.0 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 193822.2 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 101.7FEET ELEV.
AREA OF BOTTOM = 31900.0 sq. ft.
AREA OF TOP = 42976.0 sq. ft. ,F
AREA OF MID -SECTION = 37269.0 sq. ft.
VOLUME PROVIDED = 194091.7 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 101.7 FT

o l .Br. V11V ruint'11VV L.J.Jm V1-s.l 1Vim
PUMPED STORAGE VOLUME
6A. 95294.1 cubic feet of waste
6B. 56319.8 cubic feet of excess rainfall
6C. 0.0 cubic feet of fresh wash water
TOTAL PUMPED VOLUME = 151613.9 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM =
AREA OF TOP =
AREA OF MID -SECTION =
VOLUME PROVIDED =
31900.0 sq. ft.
40300.0 sq. ft.
36000.0 sq. ft.
14413 cubic feet
DESIGNED APPROVED BY.
DATE:
7/ iutqc)
DATE:

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ .1r ° e. -034s
EMERGENCY MANAGEMENT SYSTEM //
SWCD 5)
NRCS 53 Lf2.S /
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.
1 December 18, 1996

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.
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?
e. 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 - -
2 December 18, 1996

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: 5Y,Ite S &¢v,
b. Contractors Address: Cvn r v1} r/ Alt a 7$ a p
c. Contractors Phone: -- S_ _ — / Li 9
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
. 252-531/ ;5-9
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

nsect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Sr, ecific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Liquid Systems
allush system is designed and operated sufficiently
to remove accumulated solids from gutters as
igned
Remove bridging of accumulated solids at
discharge
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 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
-IGiaintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water edge on impoundment 's perimeter.
Feeders • Feed spillage
Dry Systems
esign, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
ca--eIean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11. 1996 page 1

insect (3ontrol Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed educe moisture accumulation within and around
residue:; immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer 's grain and similar high moisture grain
products)
64 0.3 nspect for and remove or break up accumulated
solids in filter stri+s around feed storalie as needed
Animal holding areas • Accumulations of animal n liminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
vita' f Iaintain 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)
Site Specific Practices
Dry manure handling • Accum ilations of animal -Remove spillage on a routine basis (e.g.,
systems wastes Pk 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
- O Provide for ad ;quate drainage around manure
stockpiles
y/, CI Inspect for am I remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Ent>molog), Box 7513, Ncrth Carolina State University, Raleigh, NC 27695-7613.
AMIC - Novernher 11, 1 )96, page

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
Vegetative or wooded buffers
I Recommended best management practices
IrGood judgment and common sense
Site Specific Practices
Animal body
surfaces
• Dirty manure -covered
animals
firDry floors
Floor surfaces
• Wet manure -covered floors
Slotted floors
i"Waterers located over slotted floors
'Feeders at high end of solid floors
frScrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
Ire -Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
Indoor surfaces
• Dust
>Fan maintenance
Efficient air movement
i'Washdown between groups of animals
0 Feed additives
O Feeder covers
4ed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
O Flush tank covers
O Extend fill lines to near bottom of tanks with
anti -siphon vents
0 Underfloor flush with underfloor ventilation
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source
Cause
Pit recharge points
• Agitation of recycled lagoon 0
liquid while pits are filling
Lift stations
Outside drain
collection or junction
boxes
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
• Agitation during sump tank
filling and drawdown
0 Sump tank covers
• Agitation during wastewater
conveyance
End of drainpipes
at lagoon
C] Box covers
Site Specific Practices
• Agitation during wastewater
conveyance
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler
nozzles
Storage tank or
basin surface
• High pressure agitation
• Wind drift
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
Cl Extend discharge point of pipes underneath
lagoon liquid level
:Proper lagoon liquid capacity
il.Correct lagoon startup procedures
ZrMinimum surface area -to -volume ratio
fi"Minimum agitation when pumping
C] Mechanical aeration
O Proven biological additives
cr/Irrigate on dry days with little or no wind
'Minimum recommended operating pressure
1124ump intake near lagoon liquid surface
Pr -Pump from second -stage lagoon
C] Bottom or midlevel loading
O Tank covers
El Basin surface mats of solids
O Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
l7 Eyend drainpipe outlets underneath liquid level
Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
0 Soil injection of slurry/sludges
0 Soil incorporation within 48 hours
0 Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals • Carcass decomposition
ltYProper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
Complete covering of carcasses in burial pits
re -Proper location/construction of disposal pits
Incinerators • Incomplete combustion
0 Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
0 Grade and landscape such that water drains away
from facilities
Manure tracked onto •
public roads from
farm access
Poorly maintained access
roads
Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application, Equipment; EBAE Fact Sheet
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; PRO107, 1995 Conference Proceedings
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communicatic
Florida Cooperative Extension
AMOC - November 11. 1996, nage 4