310517_Application_20240311

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�A STA7p v
O
ROY COOPER
Governor
ELIZABETH S.BISER
Secretary G
RICHARD E.ROGERS,JR. KyQ H CAROLINA
Idl
Director vtronmental Quality
Dexter Alan Rouse
`IU(M February 12,2024
� � N
Dexter Ro�F Qarm N 4/ - �
Seven Springs.NC 28578
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non Discharge General
Permitsyou must submit an aRplication for Dermit coverage to the Division of Water Resources DWR by April 3 2024.
Enclosed you will find a "Reouest for Certificate of Coverage for Facility Currently Covered by an ExRirinp, State
Non-Dischame General Permit."The application form must be completed signed by the Permittee and returned to the DWR by
Anrtl 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal opgrationsna deq nc gov
phone:[phone]
Please note that You 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 within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg,nc.izov/animalpqrtnits2O24.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Reouest for Certificate of Coverage for Facility Currently Covered by an Expiring State Non Discharge
General Permit
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�I

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
L Certificate Of Coverage Number: AWS310517
2. Facility Name: Dexter Rouse Farm
3. Permittee's Name(same as on the Waste Mana c t PI ):� exter Alan Rouse
4. Permittee's Mailing Address: 4476 NC6HW9903 N %
City:
"per" �n4 L � State: NC
/ Zip:-2&1&74--
Telephone Number: 252-560-3802 Ext. E-mail: dexter�•rouse@grrtail com
5• Facility's Physical Address: g og
City: State:
Zip:
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murohy-Brown LLC
10. Operator Name(OIC): Dexter Alan Rouse Phone No.: 252-560-3802 OIC#: 994252
11, Lessee's Name(if there is not a Lessee,write"None"WV r/�_
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,848
Operation Times:
ine Cattle Dry Poultry
Wean to Finish DairyCalf Oth
er Types
Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens
Farrow to Finish y Horses-Other
Milk Cow Pullets
Sheep-Sheep
Feeder to Finish Dry Cow Turke•s
Sheep-Other
Farrow to Wean y
Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poult�
Other
Gilts Other Non Laying Pullet
Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay.Synthetic. Capacity Surface Area "Redline"
Name WSP) Built Unkno%%m) (Cubic Feet) (Square Feet) (Inches)
I Lagoon 4/15/1997 Full.clay 400.067.00 44.390.00 19.00
RDI Lagoon 6/16/1996 1 Full.clay 956.727.00 113,478.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
I.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

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.)
Print the Name of the Penn ittee/Landowner/S igning Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,si nature should be by a principal executive officer of the corporation):
Name(Print): 7°i r d{ p St; Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
i
I

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc. �t�- ,_
Thursday, February 03,2011 �u dated 3�1r�l2Q1
Producer : Dexter Rouse
Farm Name : Dexter Rouse Farm
4255 NC Hwy 903
Albertson,NC 28508
Telephone#: [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 4848 hogs design capacity
Application Method: irrigation
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
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
contents 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 avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, 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 runoff to 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 the 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. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
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 ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
r
Pagel

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, 0, tons, etc.)
4848 hogs X 1.9 tons wastelhogslyear= 9211.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4848 hogs X 2.3 Ibs PAN/hogslyear= 11150.4 PAN/year
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,
soil type and suface application.
TABLE I :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LISS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
73981 -- ED-3A AUTRYVILLE ALL SG 1 100 0 5.58 558 SEP-MAR
73981 ED-3A AUTRYVILLE ALL BH 5.5 275 0 5.58 1534.5 MAR-SEPT
73981 - ED-B AUTRYVILLE ALL SG 1 50 0 2.09 104.5 SEP APR
73981 ED-B AUTRYVILLE ALL BH 5.5 275 0 2.09 574.75 MAR-SEPT
73981 - RD.2A NORFOLK 0-2% SG 1 75 0 1.57 117.75 SEP-APR
73981 RID-2A NORFOLK 0-2% BP 4.6 275 0 1.57 431.75 MAR-SEPT
73981 - RD-213 NORFOLK 0-2% SG 1 75 0 5.25 393.75 SEP-APR
73981 146-213 NORFOLK 0-2% BP 4.6 275 0 5.25 1443.75 MAR-SEPT
73981 -- RD-3A NORFOLK 0-2% SG 1 50 0 3.64 182 SEP-APR
73981 RD-3A NORFOLK 0-2% BP 4.6 275 0 3.64 1001 MAR-SEPT
73981 RD-313 NORFOLK 0-2% SG 1 50 0 4.49 224.5 SEP-APR
73981 RD-36 NORFOLK 0-2% BP 4.6 275 0 4.49 1234.75 MAR-SEPT
73981 .- RD-4A NORFOLK 0-2% SG 1 75 0 2.51 188.25 SEP-APR
73981 RD-4A NORFOLK 0-2% BP 4.6 275 0 2.51 690.25 MAR-SEPT
73981 - RD-46 NORFOLK 0-2% SG 1 50 0 3.43 171.5 SEP-APR
73981 RD413 NORFOLK 0-2% BP 4.61 275 0 3.43 943.25 MAR-SEPT
73981 - RD-5 NORFOLK 0-2% SG 1 75 0 2.12 169 SEP-APR
73981 RD-5 NORFOLK 0-2% BP 4.6 275 0 2.12 583 MAR-SEPT
73981 -- RD-6 NORFOLK 0-2% SG 1 75 0 2.1 157.5 SEP-APR
73981 RD-6 NORFOLK 0-2% BP 4.6 2751 0 2.1 577.5 MAR-SEPT
TOTALS: 11271.3
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2:ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT
BH HYBRID BERMUDAGRASS-HAY TONS 50
BP HYBRID BERMUDAGRASS-PASTURE TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
i
Page 3

TOTALS FROM TABLES 'I AND 2
ACRES LBS AW
N USED
TABLE 1 32,78 11,271
TOTALS: 32.781 11,271
AMOUNT OF N PRODUCED: 11,150
—sALANCE -121
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced,
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1793.76 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsibliity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(inlhr) AMT(inches)
73981 3A,-RD-313,-RD-4A,- NORFOLK 0-2% SG 0.50 *1
73981 RD-3A,RD-3B,RD-4A,RD NORFOLK 0-2% BP 0,50 '1
73981 --LD-3A,-En-B AUTRYVILLE ALL SG 0.60 *1
73981 ED-3A,ED-B AUTRYVILLEALL BH 0.60 *1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under'optimum soil conditions.
Page 4

-w
NARRATIVE OF OPERATION
This WUP has been amended to reflect wettable acres with a current FSA map to scale
(1"=660')with the ir-rigation pulls drawn and labeled on the map and supporting
documentation included (calculations and D-1). The 100-lb overseed option has been utilized
with the following conditions: (1) no waste may be applied to the bermuda grass after August
31, (2) an application of 50 lbs/acre of PAN may be applied to small grain from Sept 15-
October 30 with the remaining 50 Ibs/acre to be applied in February- March, and (3)the
small grain must be removed by April 15. The 50-lb overseed PAN rate allows land
application from September-April.
This WUP was written to combine the ED Davis Farm and the Regina Davis Farm. Dexter
Rouse purchased these farms in 2010 and went before Soil and Water to combine these
farms as one. The new tract is #73981. The new Facility number will be provided. Steady
State Live weight has not changed. Pull #1 was deleted from WUP to allow construction of
new houses. The overseed was changed to 75 lb on pulls#2A,#2B,#3A,4A,5,and #6 to
observe grazing. Grower needs to follow all rules listed above with application windows. All
information was provide by the grower and Soil and Water office of Duplin County.
Page 5

PLANS & 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 assessment of civil penalties of$10,000 per day by the Division of Water Quality 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 to properly dispose of waste. If the producer
does not own adequate Iand to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement 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 runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393- Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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 irrigation field.
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 NRCS Technical Reference-
Environment file 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 conditions
conducive to odor or flies and to 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 the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
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
Page 6

and from any perennial stream or river(other that an irrigation ditch or 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. (See Standard 393- filter Strips)
Z 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 landownwer.
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 croplands
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, except when applied at agronomic rates and the application 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.
*17. 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.
*18. if animal production at the facility is to be suspended or terminated, the owner is
�. responsible for obtaining and implementing a "closure plan"which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

NAME OF FARM: Dexter Rouse Farm
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
(we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Dexter Ro se
SIGNATURE: — ©ATE:A�
1
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: .,- DATE:
NAME OF TECHNICAL SPECIALIST: Robert . Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27630
[phone]
SIGNATURE: DATE:
Page 9

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Traveling Irrigation Gun Settings
Effective width = 240 ft.
Wetted diameter 310- • -
Nozzie size = 1.08
Operating pressure @ gun = 70
Total acres covered with traveler(wettable) = 7.67
Hydrant Number Effective length Effective Width Acres
3A 900 270 f 5.58
3B 675 135 2.09
Total Acres 7.67

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e•rato•r:WILLIAM DAVIS III County: DUPLIN Date: 06/06/96
stance to nearest residence (other than owner) : 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1.417 lbs. Cal lbs
0 sows (farrow to feeder) x 52E lbs. -- 0 lbs
1200 heed (finishing only) x 135 lbs. = 162000 lbs
0 sows (farrow to wean) x 433 lbs. -= 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe rather _ — --- .; 0
Total Average Live Weight = 162000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume == 162000 lbs. ALW x Treatment Volumes (CF) /lb,. ALW
Treatment Volume (L"F) /lb.. ALW - 1 CF/.Ib. ALW
Volume = 162000 cubic feet
STORAGE: VOLUME FOR SLUDGE: ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
]Inside top length (feet) --------------------- 230,. 0
Inside top width (feet) ---------------------- 19310
Top of dike elevation (feet) ------..-..-------.-.-.- 1:30. 1
Bottom of lagoon elevation (feet) ----------------- 119. 8
FreebDaTd (feet ---...- ----------..-_--._-_.------•---- 1. 3
Side slopes (inside lagoon) ------------------ 3. 0 : 1
r
Total design volume using prismoidal formula
SS/ENDI SS/E.ND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3.0 222.2 185.2 9. 0
AREA OF TOP
LENGTH * WIDTH =
222. 2 1.85. 2 41151 YREA OF TOP)
AREA OF BOTTOM -
LENGTH * WIDTH =
168. 2 131.. 2 22068 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
195. 2 156. 2 1.23523 (AREA OF MIDSECTION 4)
CU. 177'. = CAREA TOP + (4*AREA MID SECTION.) + AREA BOTTOMS x DEPTH/6
41151.4 123522. 6 22067. 8 1..
WWI Desi.nned V(i1,umn Ava. 'i.1 :ahl p __ S AM1 11 P" (»•1

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TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
230. 0 193. 0 44390. 0 square feet
Buildings (roof .and lot water)
9518. 0 square feet Describe this area.
TOTAL DA 53908. 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 = 162000 lbs. ALW/135 lhs. ALW * 1. 37 gal/day 180 days
Volume = 295920 gals. or 39561. 5 cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days stmrage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 31446. 3 cubic feet
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. Volume of 25 year, ,- 24 hour storm
Volume = 7. 5 inches / I/z inoxev. per foot * mA
Volume = 33692. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B. 0 cubic feet
5C. 31446 cubic feet

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OPERATION AND MAINTENANCE PLAN SFICCT 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time 'required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site c:ondi.ti.oils, weather, flushing ope•ratiorts, and the Amount-
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for-.
(1) waste from animals and (2) excess rainfall .after evai)e3•1-a•tion. Also
included is; storage for the 25 year -- 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to yearn. The 25 year rainfall will not
be a factor to consider i.n an annual, pumping cycle, but this storage
volume- must alway<s be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of Pipe(s) from
.bui.lding (s) . If the outlet pipe is not irisstalled at the elevation 'ta
begin pumping, c% pe•rmanent ma•ri-.e•r must be installed at this elevcatiol•s
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
�_weathe-r, soils, crop, and eciui.pmetat in order to apply waste without
'runoff or leaching.
Land application of waste water its recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste try prevent damage to crops.
The following items are to be carried out:
1. it is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. pre-charging -reduces the concentration of the initial
waste entering the lagoon thereby 'reducing odors. Solids should be
covered with effluent at all times. When precharging is complete.;
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan 'recommends sampling and testing of waste (see attachment)
before land application.
:3. Begin temporary storages pump--out of the lagoon when -fluid level
reaches the elevation 127. 8 as marked by permanent ma•rl-e-r. Stop pump-
ou•t when the fluid level. reaches elevation 125. 8 . This temporary
storage, lass 25 y•r-. 24 h•r storm, contains 71008 cubic feet or
:311:39 gallons.
I

SHEET 2 OF 2
t
�. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
. Keep vegetation on the embankment and areas adjacent to the
la000n mewed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair any eroded areas or areas damaged by rodents and
establIsh in vegetation.
7. All surface runoff is to be diverted from the lagoon to stabler
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. I)o not pump within 200 feet of a
residence or within log feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-Ways.
:7. The Clean Water Act of 1977 prohibits the discharge Of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Envi.ron
mental Management, has the 'responsibility for enforcing this law.
I

• y` d 1'
1
SHEET' 1 OF R
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUN DAT I ONI PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pact shall be,
cleared of 'trees, logs, stumps, 'roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dine and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFIL.L PLACEMENT z
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
G inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill.
shall be brought up ih approximately horizontal layers not to exceed 7
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
�nquipment•• 'o•r standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL_ REQUIREMENTS FOR PLACEMENT OF LINTERS IN' THE LINTER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
MOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO :INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION! OF THE LINER
IS INCLUDED IN TIME DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over--
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS .approved material tie - CL-, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL_
CONSIDERATIONS.

!1
SHEET R OF 2
�_S'oil liner material shall came from an approved borrow area. The
minimum water content of the lister material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
:in the hand it will. 'form a ball which does not 'readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content: during placement.
The maximum water content 'relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in `:] inch lifts and
compacted to at least 70 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the -type of clay used for the
liner, is the efficient construction processing of the compacted liner_
The sequence of equipment use and the Touting of equipment in an estab-
lished pattern helps assure uniformity in the whole placement: and-
compaction process. For most clay soilSs, a tamping or sheeps'foot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
-- or using -flexible outlets can waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in this plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construe
Lion according to the seeding specifications. Topsoil should be placed
an areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the 'recommended permanent vegetot:i.on is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When tile drains are encountered, the tile will. be 'removed to at minimum
of 10 feat beyond the outside 'toe of 'slope of they dike. the tile
trench so-haall be backfilled and compacted with good material such as
SC, Ci_, or CH.

�
SEEDING SPECIFICATIONS
-------_--_----_------
AREA TO BE SEEDED: 2. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 L8S~ FESCUE GRASS AT 60 LBS^/ACRE
(BEST SUITED ONCLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FE3RUARY 1 TO MARCH 30
60.0 LB5. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120. 0 LBS. ' PENSACOLA' BAMIA GRASS AT 60 LB8. /ACBE
(SEE FOOTNOTE NO. 1) &K
SEEDING DATES: MARCH 15 TO JUNE 15
16^0 LBS~ HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS) �
SEEDING DATES: APRIL 1 TO JDLY 31 '
20 0 L��� UNHULLEIy COMMON BERMUDA G��OS���ATH100LBS~/ACRE '
^ ^ DATES: JANUARY 1 Ti] MARCH 3
8EEDING : ''
80 0 LBS RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)

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LAGOON SITE SOILS INVESTIGATION
PROJECT: )) ��
1 WlLLIA n. 7Av17 "OUNTY'
FIELD INVESTIGATION BY: AA) DATE:
SITE SKETCH
1
r
1 -
1
I �S
11 Q •\ �
1�
�� 6A
BORING kr ZT4 3
DEPTH WT BORING NUMBER AND PROFILE
SCALE
1� � 3•�1 Q cr ��o�.-.� 5,-�.-� . 3
3 y 01�6F %RN77 Ciaj �zd �✓.�,.�L .✓ �9
i 3 sdx r Q f . ;f
R Q ,tom r�^iii✓L �.i V �F�_.. ---------
-------------
BORING I SAMPLING METHOD: %,Pac�'.roG SIGNATURE:

ILIJAM DAMS III Operator: =--W
C,oLjnty:=--
-=Date:=== == 06.196
Ui,-Atto newest residence (other than owner): 1500 It.
sows (farrow to finish):
saws (farrow to feeder):eder):
head (finishing only):===== 1200
sows (farrow to wean):==
head (Wear.--L"D foeder).—=
Ave. Live Weight for other operati ons(lbs.) 0
Storage volume for sludge accum. (cu.fL):=::- 0
Treatment Volume (niin- 1 cu-ftAb-)====-==::. 1-0
o- SYeex - 24 Hour Rainfall 7.5
Rainfall in excess of evaporation 7.0
Drainage area of buildings & lots. (sq.ft.)=> 9518.0
Volume of wash water (gallons/day)==========> 0.0
Tan. porary storage period (days) 180
FTeeL'%oard 1.3
Side slopes finside
Inside top length 230.0
Inside top width 193.0
Copof dike elevation 130.1
Bottom of lagoon elevation (k): 119.8
.n 124.8
Seasonal high water fable(SMM elev-00:=> -*k
-r--r—I -
re-qu", volume:== 266700,cu. ft. "TOTAL VOL O.K.
Actual design volume:== 280113 cu. ft. 105-030/0
Stop pumping el-(::- or = to 124.8 ft,S,HVM::- 125.8
(-.:. or = to 125.6 ft.Min)
Required minimum treatment volume: 1620M cu.ft. **TINT. VOL 0-Klk*
Volume at stop pumping elevation: 167334 cu-ft. 103.29%
Start pumping Glev.:====================== 127.8
Volume at-.—HI[-L purnping elevation: 240172 cu- ft- "STOW STOR. O.K."
Actual volume less 25yr-24hr rain.- 246420 cu. ft. 102.6T%
NOTE: Verify that terns. storage is adequate:
Req. volume to be pumped:= 71008 cu. fL "TEMP. VOL O.K.-k-k
Actual volume to be pumped:==> 72837 cu-ft. 102.580/.

FROM FAX NO. : '3102962122 Sep. 07 2006 09:21AN P2
Da rs
_at. to nearest residence(other than owner) : ft.
sows (farrow to finish) :- ---__ --->
sows (farrow to feeder) :
head (finishing only) :- 1200
sows (farrow to wean) : -_—
------___=__--_>
15�
head (wean to feeder) : =_---- ---==�>
Ave. Live weight for other operations(lbs.) :>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. 1 cu. ft./lb. ) :===> 1.0
25 Year - 24 Hour Rainfall (in.) :---_- -_> 7.5
Rainfall in excess of evaporation (in. )==_=-> 7.o
Drainage area of buildings & Lots (sq. ft.) :> 8840
Volume of wash water (gallons/day) 1080
Temporary storage period (days) : _= -=-> 180
Freeboard (ft.) :=-- ===---------------==> 1
Side slopes (inside lagoon) :--_===______=> 2 = 1
Inside top length (ft. ) :==_==__---_---_~=> 219
Inside top width 242
Top of dike elevation (ft.) =___=_=> 50.7 w} � ��vf e, 4S
Bottom of lagoon elevation (ft.) :==__ _ __> 40.7
Seasonal high water table(SHWT) elev. 0� 45
Total required volume: --�----> 272_,•u. ft. _
Actual design volume:--�_____===> 391032 c . ft.
Stop pumping el. (> or = to 45.d 46.7 ft.
(> or = to 46.7 ft Min)
Required minimum treatment volume: 162000 cu. ft_
Volume at stop pumping elevation: 245532 cu. ft.
start pumping 48.9 ft.
Volume at start pumping elevation: T350673 cu. ft.
Actual volume less 25yr-24hr rain: 352383 cu. ft.
NOTE: Verify that temp. storage is adequate:
Reg. volume to be pumped:====> 101623 cu. ft.
Actual volume to be pumped:==> 105141 cu. ft.

FROM FAX NO. 9102962122 Sep. 07 2006 09:21AM P2
------>Billyy Da -1
-3-----__>04/O 1/9 6
_at. to nearest residence(other than owner) : ft.
sows (farrow to finish) :------~-~-__-----=- >
sows Mrrow to feeder)head nishing only) ^---_-_----------==---> 1.200
sows rrow to wean)
head (wean to feeder) : -- — >
Ave. Live Weight for other operations(lbs.) :>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. I cu. 1.0
25 Year - 24 Hour Rainfall_ (in ) :==_ => 7.5
Rainfall in excess of evaporation (in.) 7.0
Drainage area of buildings & lots (sq. ft.) :> 8840
Volume of wash water f gallons/day)-____==-= > 1080
Temporary storage period (days) ======> 180
Freeboard (ft.) -—__=-==_Y__ =r= -_> 1
Side slopes (inside lagoon) :---==_--=-- __> 2 1
Inside top length (ft. ) z�-- �_�_ =-_> 219
Inside top width (ft.} :_===_._ --__==-----> 242
Top of dike elevation (ft. ) .-_�___=-= .T_�> 50.7 u..�,� LAI., Pw11.,t .11 � +
Bottom of lagoon elevation (ft.) :Q ==_> 40.7
Seasonal high water table(SHWT) elev. t.-}. 45
Total required volume:: �-------=---�-_> 302272 u. ft. _
Actual design volume == �__=-----> 391032 c ft,
Stop pumping el. (> or = to 45.0 46.7 ft.
(> or = to 46.7 ft Milt)
Required minimum treatment volume: 162000 cu. ft.
Volume at stop pumping elevation: 245532 cu. ft.
start pumping elev. :=-- - -_= --____--> 48.9 ft.
Volume at start pumping elevation: 350673 cu. ft.
.Actual volume less 25yr-24hr rain: 352383 cu. ft.
NOTE: Verify that temp_ storage is adequate:
Req. volume to be pumped: ==> 101623 cu. ft.
Actual volume to be pumped:==> 105141 cu. ft.
. r.

FROM FAX NO. : 9102962122 Sep. 07 2006 09:21AM P2
.--=__ _ >44/01/9 6
_st. to nearest residence(other than owner) : ft.
sows (farrow to finish) :�- _ --->
sows (farrow to feeder) -= ----->
head (finishing only) : 1200
sows farrow to wean) :=­--- __
head (wean to feeder) :—
Ave. Live Wright for other operations(lbs.) :>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. I cu. ft. /lb.�) -�—y 1
25 Year - 24 Hour Rainfall (in .5
) := —
Rainfall in excess of evaporation (in.) ==> 7.o
Drainage area of buildings & lots (sq. ft.) :> 8840
Volume of trash water (gallons/day)--�_-- 10880
Temporary storage period (days) :- 180
Freeboard (ft.) : - -==-__==--=_===__> 1
Side slopes (inside lagoon) :--=__----==> 2 1
Inside top length (ft. ) s __==-==--> 219
Inside top width (ft.) :--- ----=--—----"-> 242
Top of dike elevation (£t. ) => 50.7 w+ � � p,�,,vt e^ 4S
Bottom of lagoon elevation => 40.7
Seasonal high water table(SHWT) elev. t-}: 45
Total required volume:==-----------=_> 302272 u. ft. l�
Actual design volume:=—========> 391032 ft. t-
Stop pumping el. (> or = to 45.0 �� 46.7 ft.
(> or = to 46.7 ft Mira)
Required minimum treatment volume: 162000 cu. ft.
Volume at stop pumping elevation: 245532 cu. ft.
start pumping elev. : -- _-- ---_----------> 49.9 ft.
Volume at start pumping elevation: — 350673 cu. ft.
Actual volume less 25yr-24hr rain: 352383 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:=-> 101623 cu. ft.
Actual volume to be pumped:==> 105141 cu. ft.
1

FROM FAX NO. : 9102962122 Sep, 07 2006 09:21RM P2
>Bi11pp Da
- --- =>Duplin
--_—� —>04/01/9 6
_at. to nearest residence(other than owner) : ft.
sows (farrow to finish) : -=>
sows farrow to feeder) : >
head finishing only) :=-------------=-----> 1200
sows (farrow to wean)) =---------- --w-------=->
head (wean to feeder) :--- --- --===->
Ave. Live Walght for other operations(Ibs.) :>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. 1 cu. ft./1b.') :—_==> 1.0
25 Year - 24 Hour Rainfall (in.) : --_---- —> 7.5
Rainfall in excess of evaporation (in. )====_> 7.0
Drainage area of buildings & lots (sq. ft.) :> 8840
Volume of wash water (gallons/day)---------> 1O880
Temporary storage period (days) :--=_
Freeboard 1
Side slopes (inside lagoon) --- --> 2 1
Inside top length (ft. ) :—. �----- -=c=======�> 219
Inside top width (ft.) :-- -----------> 242
Top of dike elevation (ft.) :__----- ----==T--> 50.7 v,%A^j oNv
Bottom of lagoon elevation 40_7
Seasonal high water table(SHWT) elev. t:-}� 45
Total required volumes=-- ----�-==_> 302272 u. ft.
Actual design volume:- -�____-> 391O32 c . ft.
(::Stop pumping el. (> or = to 45.0 -� 4b,7 ft.
(> or = to 46.7 ft Mien)
Required minimum treatment volume: 162000 cu. ft.
Volume at stop pumping elevation: 245532 cu. ft.
start pumping elev. :— -- _=-----r======__=> 49.9 ft.
Volume at start pumping elevation: 350673 cu. ft.
Actual volume less 25yr-24hr rain: 352383 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:---> 101623 cu. ft.
Actual volume to be pumped:==> 105141 cu. ft.

FROM FAX NO. : 9102962122 Sep. 07 2006 09:21AM P2
Da rs
--->Duplin
� _>04/01/96
-at.-to-nearest residence(other than owner) : ft.
sows (farrow to finish) : --- --'>
sows farrow to feedeN :�= >
head finishing only) : > 1200
BOWS (farrow to Wean)
head wean to feeder) :------- ---_=>
Ave. Live Weight for other operations(lbs.) :>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. 1 cu. ft./lb. } :=- T-> 1.0
25 Year - 24 Hour Rainfall (in ) : -----==> 7.5
Rainfall in excess of evaporation (in.)=- => 7.o
Drainage area of buildings & lots (sq. ft.) :> 8840
Volume of wash water (gallons/day) ___ -__> 1080
Temporary storage period (days) := =--> 180
Freeboard (ft.) :_---- G =___�_---_�____> 1
Side slopes (inside lagoon) : -=_ -^-=_ > 2 : 1
Inside top length (ft. ) : -=_�__=_==> 219
Inside top width (ft.) :--- --=-_=---- 242
-
Top of dike elevation 50.7
Bottom of lagoon elevation 40.7
45
Seasonal high water table(SIiWT) elev. t:}:
Total required volume: ------=_> 302272 u. ft.
Actual design volume:-=---__=_=_=__> 391032 ft.
Stop pumping el. (> or = to 45.0 -� 46.7 ft.
(> or = to 46.7 ft Min)
Required minimum treatment volume: 162000 cu. ft.
Volume at stop pumping elevation: 245532 cu. ft.
start pumping elev. : =------------ -__---_--> 49.9 ft.
Volume at start pumping elevation: 350673 cu. ft.
Actual volume less 25yr-24hr rain: 352383 oil. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 101623 cu. ft.
Actual volume to be pumped:-=> 105141 cu. ft.
L

"m Calibration
nted In mariufactunles charts are based on a °n
Information now equipment. Discharge rates and app�cation ratea change
canditians with relafivefy „Meer. In particular. pump weer tends
over time as�pment gew older and cocnpor�ents continued wewin an
to reduce operating prossum and (low. With adis use, �while de a�the
increase in the nouie opening which will Incx+eaas the discharge
wetted diameter.
the system differently than assumed In the design will
You should be aware that der of coverage, and subsequently the application
alter the application the system with�Goeasive pressure result in arnalbr
uniformity. For example, oP�9 rates wear of tits spring nozzle. Clogging
drophft g� POtM ial for drift, and aoceie liration of malrrlines
of nozzles can result in pressure Increrm. Plugged k takss or f vestry reds the
will reduce operating Pressixe. Operating below design p
OMM coverage diameter and appkatlon uniformity.
you should calibrate You equiPinant on a regular basis to ensure
For the above reason, y GQkbMtion at least once every three YOM
proper applicationrates and uniformity. and m�suring flaw � swvs� kx�tior��
recommended. Calbration �coliectirg
the appecation area. Any munber of containers can be used to cowed O a
determine the motion rate. Bain gauges wok meat because they atready► .
graduated scale from which to read the apPSCation amount without having a Perform
rm
additional cakourations. However paw. ptaAtic tsueiceta, jets, or any
thln0 ran be essay
opening and cross-section can be used Provided the liquid oo>sectad
transferred to a scaled container for measuring.
out tine
Far stationary apriniclers, collection containers should be looted randon* hutft
d�tanoes from sprinld *. For tntnreling guns, sprinklers
application area at severai icar[ar to the direction of Pull. Set out
should be located along a transact perpend on he erect of the gun cart YOU
coliection containers 25 feet apart along the Ummect e gunapplication. On a
should compute the&~'stage application rate for all rmun fbffr* h cause far On •
windless day, ►variation between contain of morn than 30 percent
You should contact your Irrigation dealer or tschnicai specialist for asslfanca.
tftd for oumkntion 7,,Mlg for operWbns of Animal Waste ManagOBWO Sys#erms Manuat
i
i
. I
t

OPERATION &MAINTENANCE PLAN
Proper lagoon management should be a year-round pdorityl. It Is especially important to menage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be wmlW"in the lagoon for periods when the reeceiving crop is
dormant(such as wintertime for bermudagrass)or when there are extended ra�ftnSu in the
thunderstorm season in the sumfnertime. This maerrts fiat at the first Big p�ould be dare
Eater winter/ earty spring, � to a fear: waste manage
marrt plan svaiabltr in
whenever the land In dry erxxQh to r'ecaive lagoon liquid. This will make sic mW spy
the lagoon for future vet perbds. In the sate summer!early full the lagoon ctrouid be pumped down
to the low marker (see Figure 2-1) to allow for winter storage• Every effort should be MSS to
nWnftln the bQwn close to the minimum liquid level as long as the weather and waste utiizWon
plan will allow it.
Waiting until We lagoon has reached its maximum storage caiacsy before startdnp to irrigsted does
not leave room for atorinp excess Water during sxhndad wet pariodc Clv+erilow from the hg alty actd for
any resa except a 26-year,244iour storm is a vbiaW of state law and sub)@d to pen i an.
arr
The routine maintenance of it lagoon involves the foilowing.
Maintenance of a vegeWbw Wier for the dam- Fescue or common bermudapraas
covets. The vegst�on should be WWaed eat
are the most cortxnon veg 'e 11�e amount of fertilized appl'itd
yam, if needed, to mainieln a vigorous stand, pracdcd to obtain a
ahoutd be teased on a Solis test, but in the event� r at it oundi should be
sobs test each year, the lagoon embmkmen
ferWized with soo pcxsnds per acre of 10_70-10,or equivalent
t must be contrOiW- Tale maybe done by
Brush and trees on the , or a Combination of decree practices. This
owng,he done�at Easel artce a year and possibly two in that weather
conditions are favorable for hW4 vegetative gnwth.
d by spraying,the herbicide must not be 0+�to 11 the lagoon
NOTE: If vegetation In the boon that are t the vim'
water. Such chernicals could harm the badsrla
of the entire lagoon should be made drxia9 the i checked fillinghould include.
Of the Wgoon
Maintenance inspections Items to be check
and at least monthly and after major rainfall and storm Wants
as a minimum,the foiowiny:
Waste U'rlett Pipas,Recyc"pipM+and Pip" bok for.
1. separaWn of joints
2. cracks or freaks
3. accumUWW of salts or minerals
4, overall condgi n of Pith
2

Lagoon surhae--km*for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment--look for:
1. settlement, cracking, or'jug'hobs
2. side slope stab€ity—slumps or bulges
3. wet or damp areas on the back slope
4. erosion clue to lack or vegetation or as a result of wave ar�an
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action Caused by strong
winds. Than waves can erode the lagoon sldm alls,thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potentisi damage caused by wave action. If
wave action causes serious damage to a lagoon Oft"fi, baffles in the lagoon may be
used to reduce the wave Impacts•
Any of these features could lead to erosion and weakening of fhe dam with if ourdes Lagoon
has any of these features, you should call an appropriate+ fix if there is a
canstry gn and
on of waste lagoons. You may need to provide a temporary
quip
by the
threat of a waste dlscharge. However, a permanent solution stiq be rd Is edWdOus
technical expert. Any digging into a lagoon dam with heavy e e unless
undertaldrig with potentially serious consequences and should not be condtx ted
recommended by an appropriate technical expert.
Tramtsr Pumps—check for pros operoon of:
1. recycling pumps
2. irrigabOn pumps
or gtkWft
Check for leaks, IWO fittings, and overall pump operation. An unusually of repair Ornoise, or a large amount of vibration, may indicate that the pump
replacement.
frequently enough so that
NOTE: Pumping systems ahauld be inspected and operated perform your
you are not completely °surprised" by equipment failure. you should pe
system maintenance at a time when your lagoon Is at its law level. This will
Ravi full lagoon is
pumping avow someessafety time should major' repairs a �,�ng pumps. Probabl If ycon
not the time to think about awning= l ng. or also. You should consider maintaining a
lagoon Is full, your neighbor's lagoon
Is Inventory of spare parts or purrs- - are designed to cam► aU surface drainage
Surface water diversion featrures user outlets. and parking lot
waters{such as rainfatll runoff, roof drainage, g
nsnom away from your lagoon and other waste
UwMrlt or sbuctums. `rho onry VAKW than should be comin� � th
wtkh comes from your fluaNng (washing)system pipes for
the
hits the lagoon directly. You should inspect Your system
fovov+rinp:
1. adequate vegetation
2. d mvion opacity
3. ridge berm height
3

_ r
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 Was of how much your boon level will rise with a certain rainfall amount
(you must also be recording your rainfall for tl�s to work). Knvwft the should help in
lanning irrigation applications and storage. N your lagoon rises excesalvely, you May
have an overflow pmblern from a surface water diversion or them meY be seepage Into
the lagoon from the sun'ounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on tsars soil
surfaces to avoid erosion.
2. Fill new lagoon design trea#rnent veluminln NWt he full wat>3r More wade
loading begins,gtking care not to erode A extender� the end of the
IopGG-
3. Drainpipes in#o the boon should have a flexibb d� initial filling or another
pipe to recharge near � bottor><l �t11e of the lining.
means of slowing the 1r1COn'ling water avoid emlon
4. When possible,
begin �� t>eW �gopns in the spring to maximize bacterial
establishment(due to warmer weather).
�{h sludge from a healthy
5. It is recommended that a new lagoon be seed of the full lagoon liquid
working sr� lagoon� should ft air nt f 0.25 percent two weeks prior to the ad
dion of
volume. ThisS
wastewater. 7.4, add
periodic check on the lagoon liquid pH. !fi the pH fails below
8. Mairttaln a pe 1t�10��{�of lagoon liquid volume
agricultural lime at the rate of 1 pound per is between 7.5 and S.Q.
until the pH rises above 7.©. optimum lagoon liquid pH
7. A dark color, lack of bubbling. and ex �
odor signals inadequate biological
Consultation with a technical specWist la recommactivity. er�ied if these
conditions occur for prolonged periods, especially during the warm season'
!_vasding:
ter is added to a lagoon, the better the
The more frequently and regularly that wastewathto the lagoon swmr8l nines daily
loon will function. Flush systems that wash waste or more buildings are
are optimum for treatrnert Pit recharge systems, in which one
drained and recharged each day, also work well.
4

practice water conservation --- minimize building water usage and spike from
leaking waterers, broken pipes and washdown through proper maintermnae and water
Conservation.
• fAnimize feed wastage and spillage by keeping feeders adjusted. This wiA reduce the
amount of solids entering the lagoon.
ftliagamsnt
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage Wil be maximized for the
summer thunderstorm 9e830rt. Similarly, irrigate in the late summer ! early fall to
provide msximum lagoon storage for the*Viler.
The lagoon liquid level shod never be closer than t foot to the lowest point of the
dam or ettbtnkment.
Don not pumF the m000n liquid level lower than the permanent storage level unless
you are removing sludge.
Locate float pump intakes appro
xim 16 irugm underneath the liquid surface end
as far away from the drainpipe ink#s a8 t}pssi1,iB.
mmad fonW orYegetstlon, molded
• prevent additions of bedding mks. into the 18900M
feed,plastic syringes, or other foreign maleriale
• Frequently remove solids from catch basins at and of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon S.
• Do not allow trees or tafge bushes to grow on lagoon
dam cx 8Mb*n1cn'ent.
• on aiti� when the sludge stor�98 crepa�y 101 or
Remove sludge from the lags before it fills 5Q percent of the permanent storage volume.
owner ie espo�� for obtaining and
if nrn+mm production is to be tom. tree ow Cr 'a pplujpnt diacharSB•
implementing a dosure plan to elff*u*a ti7e
Sludge Removal:
Rate of lagoon sludge buW*can be reduced by:
s

• proper lagoon sib,
• mechanical adds separation of flushed waste,
• gravity settling of flushed waste solids In an approprim*designed basin,or
f minimizing feed wastage and spillage.
Lagoon sludge that Is removed annually rather than stored long term wit;
• have more nutrients,
• have more odor,and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid whiz a chopper-agitator impeller pump through large-
bore sprbWw irrigation system onto neaft cropWW:and soil incorporate.
• Dewatsr to upper Part of lagoon by irrigation onto nearby cropland or fora®slod' mix
namairift sludge:Pump into ligtr d sludge applieator:haul and spread onto cropland or
f n*eland;and soil hX*rporat$•
n onto nearby d or fo"eland�
Dawoter the upper part of to oors by ° bean an ailow Woon to
dredge sludge from lagoon wtth dragUne or sludge barge;
to receive the sludge so that liquids cart don bark into lagoon,
dewater, haul and spread With manure spmader onto ! or f°rag°land; end sotl
incorporate•
s material analyzed for waste
Ra wdless-of the method, You must have the lodge will an contain differentconstituents just as you would your water. the►of the sludge to fields wilt be
nutrient and metal values from the i%iid• The app>icati°n t 3.
hat field and crop
limited by these nutrients as well as any Previous waste aifficatio�inC hster
requirement. Waste application rates will be discussed in dEUR
►rust also pay attention to the liner to prevent damage.
When removing sludge, YOUi ensure that the lagoon liner
attention Close by the pumper or drag-line operator y
remains�{�{, tf You see soil material or the synthetic liner material being disturbed, You
should stop the activity► Immediately and flnneer is dome untli agedYOU are it must be repaired sure as Soonsludgg was
tie removed wtthout liner injury. ff the
possible.
horus and heavy metal oontwd
eto Sludg removed from the lagoon has a nth higher phos land with low Pis end
than liquid. Because of this tt ahouid pr�Y be to land
the C11911C4 d erosion.
metal levels, 8l8 indicated by led test.and incorporated soil-test phosphors;, it ihOuld be
Note that if the sludge Is applied to ti p with very high sus As with otiw wastes,
applied only at rates equal to the crop removal It sal of pho�
atways have your lagoon sludge 8n8yLed for its nutrient value.
6

The appiioation of sludge will haease 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 broach of
the dam. Assuming proper design and construction, the owner has the responWbility for
ensuring stnx:ture safety. Items which may lead to lagoon failures include:
• Modfficabon of the(moon Structure—an example is the placemelt of a pipe in the darn
wrftwx t proper design and construction. (consult an expert in lagoon desgn before
placing am piles In(Jiears_)
• Lagoon liquid levels—high kwk are a safety risk
• Fallure to inspect and maintain the darn.
• FxOM surface wafter stowing Into ttte lagoon.
from inlet pipe scouring, damage during Sludge MmovA or
• Liner integrity — ix table.
rupture from lowering Ipoon liquid tenet below gramdwal
NOTE: if tagoon water is allowed to Ov8rtaP t darn,he dn, the rnovin9 vaw A s o
on cause
ws large
gullies to form In the dam. Once this damstge starts, it can quickly
discharge of wastewater and Passible dam failure.

EMER VENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District(S WCD) _�� o?37�.=v�%gyp
Natural Resources Conservation Service
/((MRCS) !?Z'gf
0�v o?!o - ols''i
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s)that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
I November 23,20I6

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

� INGECT corsrRoL CHECKLIST FOR ANIMAL oPEw►rIoNs
' sauce Cttse BMP's to?46rire;za Odor Site spedso Practices
"Um symome.)
Flush Gutters Aoournddeon oisdids (-/)Flush syedam is designed and operated
saftldentiy to remove eowr wh tad
solids irons guttem as desig rod.
( ) Remove bridging of accumulated solids at
dWdwp
Lagoons and Pb Crusted So4lds Nair#ain I .seeling buins end
pas whom pest breeding is apparent to
mkli nim the=sting of solids to a depth
of no Mon than 64 Inchos avu Mora tissn
30%of sudfaae.
Eraoeasi+re Decaying vagetatiom (7pAnkam slsgetativs control along banes of
Vegetative Grown+ logoons and other irrpoundrrI to prssrant
notAxm istion of deosylmp vogdod"mattar
Wang w&Ws odga on knpoundMarft psrknew-
(Dri Symms)
Feeders Food Spi>Nsge () Design.Operate and^aiMnt�t tec (ism or►
bw*an and b'at*&)to
of dewling aast!000' 740 day
Feed Storage Aoeumulatlon of seed () Reduces mosst�a act �o
residues a�era�w�io
adsquats oontak y"d(.A•,o m*d tAn W.
t«rmea graku and dn—mph rrsohtuvs gram
productI
O nimat kr and roman or break up 41000r"'lsb0d
solids in tiwer strips wI load starslia so naeded-
Esrtrirsa�a Iow rra�ttrt trap moister s�aae:ou
Animal Holdir4p � inif () and Othai wftcwjwm VWANN tarriaie ns�es srd
Areas disttxbanoe by ankmais is minimal.
(? NakrWo fnroa rows surf ttiar sh"around sn"W
(L&ktsp•et for and n ran
swim as needed)-
Mn--November 11.190
�a

Dry Lknure Hwang Aoarmstkaf bns of animal ()Rsreore spy on a ra&w basis(e.g.7-10 day
Syertams wastes Inland doting atm w 1 S-W dare k tantal dwft
witbo vhefe nmurs Is band for had gVkWon
or d
()Pravide ibr adequate dtalaapa around a 8MM storicpilaa
0 inspea for and tamove or bmak up aoaandWd wm*w
in filter stetpa uound ant MOM"fad
arcs as noaded.
The issues checked() pertdn to this operation. The tandowror I Uft9ratm agrees to use
sound judgment in applying Insect control measures as practical.
I certify the aforementioned insect control Best Management Practces have been
reviewed with me.
(Um
downer Signiftre)
i
For more Infartrtabw contadthe C�rathre ExWIWbn SetAW.Qepatmentof Entorno1e9Y,Box
7873, NO-nn C7�SU W Ul1h/"My.Rakfth.NG 27GW7673-
AMiC--November 11, 1996
�1

Permit No.:
Control Cheddtst
Swine Farm Waste Management Od per•
Owner Signature:
INSTRUCTIONS FOR USE
•Odor Control Checklist is required by General Statute 143-215.10C{e}(1} ed a MULW Mt of the_CAW_MP
* Check any/all the BMPs you will implement on this facility. c
• items in bold or pre-selected are required.
• Add any site-specific details related to the selected SMPs
♦include any other odor control measures not listed Evaluate each BMP prior to selecting foryour facility.
•NOTE: Not all BMPs may be cost-effective for every facility. ��Speclilc
Comments'
Cause/Source BMP option to Minimize Odor
FARMSTEAD a Traps dust and gases,provides dilution
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or and visual screening
near property boundary .May require third party rs that
occur al
Grade and landscape so water drains away •Reduce odors and vectors that occur
• improper drainage ❑ with stagnant conditions
from facilities and prevent ponding
❑ Maintain farm access roads and prevent traffic •prevents
Ong s iiagwaste On Public ro port and
In waste application area
❑Other BMPs—please describe
MORTAE,ITy MANAGEMENT method approved •Required by statute and permit
•
® Dispose of mortality using oval
Carcass
Decomposition According NCDA&CS Stale Veterinarian. Se .May require third party lnput/apPr
According to CAWMP(Mortality hUmWemesrt
Checklist)and permit(s).
❑ Put carcasses in refrigerated(or freezer)dead
boxes within 24 hours for short-term mortality
storage. .Reduce odors by complete incineration
♦ incomplete incineration ❑Useincineratorswithsemndarybumersfor
complete combustion.
❑other amps—please describe AP P ROV ED—7125/2019
Page i of 6
Swine AMOC

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site specific Practices
HOUSE/BARN—WASTE HANDLING
• Flush tanks ❑ install flush tank covers •Pit-flush systems
• Odorous Gases ❑ Flush pits at least A times per day •Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days •Pit-recharge or"pulFplug"systems
decomposition ❑ Underfloor flush with pit ventilation
• Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦Ammonia ❑ Hushlrecharge with treated effluent
❑ uEatlon 1n pit
Treat waste in pits with proven biological or •Monitor for any solids accum
chemical additive
❑Other BMPs—please describe
HOUSE/aARN—FLOOR AND INDOOR SURFACES
•Manure covered floors ❑scram manure from alleys Into pens daily V111I move with other manure via pits
.
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area Where applicable
❑ Install feeders at high end of solid floors .Aids in animas cleanliness
♦Odorous Gases ❑ Scrape manure buildup from floors and walls •Ads in animal cleanliness
❑ Keep floors dry
❑ Install underfloor ventilation for drying ,Solid floor/bedding systems
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑Other 9MPs—please describe
APPROVED—7/25/2019
Page 2 of 6
Swine AMOC

Y,
Swine Farm Waste Management—Odor Control CheMist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site specific Practicer
HOUSE/BARN—VENTILATION
♦ Dust ❑ Clean fans regularly--specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑Treat barn exhaust •Examples:blofilters,wet scrubbing,windbreaks
•May reduce ventilation rate depending on method
©Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ install feed covers . ulrti d by rule ISA NCAC 02D.=2
♦Adsorbed Gases ® Keep outdoor feed storage covered except lieq
When necessary to add/remove feed
Q Minimize free-tail height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
•May require third party input/app
❑ Feed pellets instead of dry meal roval
•May require third party Input/approval
Q Use feed additives royal
♦Ammonia ❑ Use feed-reduced crude protein diet •May require third parry input/app
❑ OtherBMPs—please describe
HOUSE/BARN—GENERAL
• Dust ❑ install temperature and humidity sensors •Maintain relative humidity at 40 to 6596
♦ Odorous Gases to control ventilation
❑Use ultraviolet light to treat Indoor air •Can be used to treat exhaust air
❑ Use Indoor or outdoor electrostatic space
charge system
❑ Other BMPs—please describe
APPROVED—7/25/2019
Swine AMOC Page 3 of 6
I

Swine Farm Waste Management—Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth Is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon •Use caution not to scour or damage lagoon liner
liquid level
❑Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ lnstaiVuse solids separation system
❑ Use proven biological or chemical additives •Monitor for any Increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester) Methane can be flared if not utilized
❑ Use impermeable lagoon cover or
anaerobic digester
❑other amps-please describe
LAND APPLICATION
♦ Odorous gases ®Perform land application In accordance with
CAWINP •Fbequired by rule 1SA NCAC 02D.=
♦Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application an known weekends,
special days,or holidays/eves if possible
❑operate at minimum recommended pressure
❑ increase setbacks beyond those required by
statute,rule,or permit
APPROVED—7/Z5/2019
Page 4 of fi
Swine AMOC

Swine Farm Waste Management—Odor Control Checklist
Permit No.:
Site Specific Practices
CauseJSource
BMP option to Minimise Odor Comments
LAND APPLICATION(CONTINUED)
©Apply during favorable wind conditions, •Recommend checking predicted average hourly
wind speed within 24 hours prior to
{especially for traveling guns or impact
sprinklers} anticipated start
❑When practical,apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
ing to •Allows for better vertical dissipation of odor
❑When possible,apply waste mid-morn
late-afternoon
❑ For traveling guns,use taper-ring or taper-bore •Less odor and drift than ring nozzles
nozzles
❑ For traveling guns,use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
use hose-drag system application
© Use Injection method for waste app
❑ Other BMPs—please describe
SLUDGE DISPOSAL
•Odorous gases ❑Transport sludge in covered vehiclesor tankers •Speeds drying and prevents ponding
❑Apply in thin,uniform layers •Acquired within 48 hours or prior to next rain event,
0 incorporate land-applied sludge as soon as is first,for cornerrdonaiiy tilled
practical after application,and in accordance ktxbw
bare soils
with permit.
❑Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application,such as
compost,gasification,energy generation,etc.
❑Other BMPs—please describe
APPROVED—7/75/2019
Page 5 of 6
Swine AMOC
I

ADDMOM INFORMATION AVAILABLE FRONT:
Air Management Practices Assessment Tool(AMPAT) www.extension.lastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.nesu.edu
EBAE 128-88—Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.
bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.hae.ncsu.edu
www.nrcs.udsa.gov
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 3g0—Windbreak/Shelterbelt Establishment www.nres udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC MRCS Standard 442—Sprinkler System Florida Cooperative Extension service
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO307 1995 Cflnference Proceedings NC State University
Options for Managing Odor:A Report from the Swine Odor Task Force
APPROVED—7/25/2019
Page of 6
Swine AMOC
i

Version—November 26,2016
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ ❑ Burial three feet beneath the surface 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.108-403). The bottom of the burial pit should beat 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 1 SA NCAC
13B .0200.
' ❑ Rendering at a rendering plant licensed under G.S.106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
❑ ❑ sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only,Placing in a disposal pit of a size and design approved by the
❑ ❑ NC Department of Agriculture&Consumer Services(G.S. 1 o6-549.70).
Any method❑ wfiiart of a dead animal's Value without endangering human or animinion of the State Veterinarian,would a health.ibis
the salvage of p❑
(Written approval by the State Veterinarian must be attached).
❑ Maas Mortality Plan
tans are required for farms covered by an NPDES permit These Plans are
Mass mortality p rations. This plan outlines farm-specific mortality man-
also recommended for all animal operations. She NCDA&CS Veterinary Division sup-
ports methods to be used for mass mortality,
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 anlmais exceed normal mortality rates as specified by the State
o Veterinarian.
C . Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance• rmit conditions refer to facility's animal
re
Mass burial sites a subject to additional Pe
waste management system Permit)- Veterinarianrgency,the state enact
In the event of imminent threat of a diseaseores for disposal accorcii gto G.S. 1 Og 389.4.
additional temporary proceduros or me$
Date
Signature of Farm Owner anager
y � Date i
Signature of Technical Specialist