310256_Permit Renewal Application 2019_20190410

State of North Carolina _
Department of Environmental Qualityi= 1�9E9/�9�t�1=il�lc'
Division of Water Resources
MAR 2 8 2019
Animal Waste Management Systems
Request for Certification of Coverage 9Qual
Facility Currently covered by an Expiring Sate Non-Discharge General Perr l [ tea'� �$ �
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0256 Certificate Of Coverage Number: AWS310256
2. Facility Name: Uzzell Bros.Swine
3. Landowner's Name(same as on the Waste Management Plan): Dare Uzzell
4. Landowner's Mailing Address: ± alnut Creek Dr
City: Goldsboro State: NC Zip: 27534
Telephone Number: 919-922-4139 Ext. E-mail:
5. Facility's Physical Address: 2328 Gamer Chanel Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner): lY d4A
g, Farm Manager's telephone number(include area code): 91A -
9. Integrator's Name(if there is not an Integrator,write"None"): Maxwell Foods LLC
10. Operator Name(OIC): Thomas P.Uzzell Phone No.: 919-922-2467 OIC#: 16596
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,880
Operation Types:
Swine Cattle Dry Poultry Other Tvves
Wean to Finish Dairy Calf Non Laying 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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 4/15/1994 69;696-90 19-5T
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bi the owner and a certified technical suecialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that'may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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

Gov noC,()OPER __
MICHAEL S.REGAN
5eeretmy '',tea,,,,
LINDA CULPEPPER NORTH GAROLINA
Dircaor EmIrpnraantat OrralJty
February 27,2019
Dare Uzzell
Uzzell Bros.Swine
40 Walnut Creek Dr
Goldsboro,NC 27534
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at bUs://deg.nc.eov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Re guest for Cenificate of Coverage Facility Currently Covered by an
Ex irin+ State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (11 co v of the Certified Animal Waste Management Plan CAWMP with the
completed and siened application form. A list of items included in the CAWMP can be found on pie 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duolin County Soil and Water Conservation District
AFOG Section Central Files-AWS310256
Maxwell Foods LLC
North Carolina Department of Environmental Quality I Diedsion of Water Resources
512 N.Salsbury St.1 1696 Mail Sarvwre Center I Raleigh,North Carolina 276994636
�"�:•' � 919.7079WO

Version—November 26,2018
Mortality management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
® ® 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.
0 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
® A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a a 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).
Q Q Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-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-lof dead animals exceed normal mortality rates as specified by the State
Veterinarian. '
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far er/Manager Date
Signature of tehnical Spea st Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Wednesday, March 24, 1999 Updated 512512016
Producer: Dare Uzzell/Tee Uzzell
Farm Name : Uzzell Bros.Swine
404 Walnut Creek Drive
Goldsboro,NC 27534
Telephone# : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 2880 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.
Pagel

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs X 1.9 tons waste/hogs/year= 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs X 2.3 Ibs PAN/hogs/year=6624 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 1 :ACRES OWNED BY PRODUCER
TRACT FIELD I W- CROV YIELD-CBS AW COMM ACRES Bs AW APP c.
DETERMINING PHASE CODE NlACRE N/ACRE USED TIME
70760 1A IAUTRYVILLE ALL BH 5.5 2751 01 2.61 7181 MAR-SEP
70760 - 1A AUTRYVILLE ALL SG 1 1001 01 2.61 261 SEP-MAR
70760 1B AUTRYVILLE ALL I BH 1 5.5 2751 01 2.61 7.18 MAR-SEP
70760 -- I AUTRYVILLE ALL I SG I 1 1 wl 01 2.61 261 SEP-MAR
70760 2A AUTRYVILLE ALL i BH 1 5.5 275 0 3.18 875 MAR-SEP
70760 - 2A AUTRYVILLE ALL SG 1 1 100 0 3.181 318 SEP-MAR
70760 2B AUTRYVILLE ALL BH 1 5.5 275 0 3.18 875 MAR-SEP
70760 -- 213 !AUTRYVILLE ALL SG 1 100 0 3.18 318 SEP-MAR
70760 3A 1AUTRYVILLE ALL BH 5.5 275 D 3.72 1023 MAR-SEP
70760 - 3A JAUTRYVILLE ALL SG 1 100 0 3.72 372 SEP-MAR
70760 3B AUTRYVILLE ALL BH 5.5 2751 01 3.72 1023 MAR-SEP
70760 _ 313 JALITRYVILLE ALL SG 1 1001 01 3.72 372 SEP-MAR
TOTALS: 7132.5
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.
.7�ECEIVEOA DEOlDWR
MAR 2 8 2019
`�llatorQuallity
Rgional Operations Season
Page 2

1ABLE 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
I SG SMALL GRAIN OVERSEEDED AC 50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 19.02 7,133
TOTALS: 19.021 7,133
AMOUNT OF N PRODUCED: 6,624
***BALANCE -509
*** 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 •1065.6 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 ofthe 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 1.63 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity 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)
70760 14-1B,--2A,-2B,-3A,--3 AUTRYVILLE ALL SG 0.60 "1
170760 1A,1B,2A,2B,3A,3B JAUTRYVILLEALL BH 1 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

NARRATIVE OF OPERATION
This WUP has been revised to reflect wetted acres by irrigation pulls, utilizing the most
current available FSA map and has the required D-1 documentation. The WUP is written
utilizing the 100 lb. overseed option with the following conditions: (1) no animal waste may be
applied on bermuda after August 31, (2) an application of 50 Ibs/acre of PAN may be applied
between September 15 and October 30 and the remaining 50 Ibs/acre of Pan may be applied
in February- March, and (3) the small grain must be harvested by April 7. In the event that
these conditions are not met, the PAN rate would be 50 Ibs/acre with the application windows
listed in Table 2.
This WUP was amended 5/20/15 to change the name due the the purchase of the farm by
Daryl Floars. The new name is Emma Farms, LLC.
All information was used from the last WUP written by George Pettus.
This WUP was amended 5/25116 to change the name due to the purchase of the farm by
Dare and Tee uzzell. The new name is Uzzell Bros. Swine. All information was used from
original WUP written by George Pettus.
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 land 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 MRCS 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)
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

Agriculture regulations.
Liquid Systems
Page 8

NAME OF FARM: Uzzell Bros. Swine
OWNER t MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment 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: Dare Uzzell/Tee Uzzell
SIGNATURE: DATE:
NAME OF MANAGER(if different from owner):
please print
SIGNATURE: DATE: S'�"I'ZOAI
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
(919) 736-W6
SIGNATURE:_ L` DATE:
Page 9

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A SF.0201
Facility/Farm Name: Uzzell Bros.Swine
Permit#: AWS-310256 Facility ID#: 31 - 256 County: Duplin
Operator In Charge(OIC)
Name: Thomas P. Uzzell
First Middle Last Jr,&,etc.
Cert Type/Number: # 16596 Work Phone: ( 919)922-24 7
Signature.' Date:
"I certify that I agree to my designation as the Operator in Charge for the facility noted_I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203.and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge(Back-up OIC) (Optional)
First Middle Last Jr,Sr,etc.
Cert Type/Number: Work Phone:( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Dare Uzzell/Tee Uzzell-Uzzell Bros.Swine
Phone#: [phone]-4065 Fax#:( )
Signature: r Date: t�L
(Owner or auffifriz6d agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
Fag: 919-733-1338
(Retain a copy of this form for your records)
Revised 8/2007

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T.1304(c)and 15A NCAC 2T.1305(d)this form is official notification
to the Division of Water Quality(DWQ)of the transfer of ownership of an Animal Waste Management Facility. This form
must be submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: Uzzell Bros. Swine-Old Farm Emma Farms.LLC. Facility No:_31_- 256
Previous Owner(s)Name: PWI Floars Phone No: 919-738-4196
New Owner(s)Name No: Dare Uzzell/Tee Uzzell 919-922-4139 919-922-4065
Mailing Address: 404 Walnut Creek Drive Goldsboro NC 27534
Farm Location: Latitude and Longitude:_35_ _07_ 33_ / _77 _52_ 35_ County: Poplin
Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions,
milepost,etc.): H 11 South to Outlaws Bridge Crossraods.Take right then next right.Farm on left.
Operation Description:
Type of Swine No. of Animals Type ofPoulay No. ofAnim.als Type of Cattle No. of Animals
❑Wean to Feeder ❑Layer ❑Dairy
®Feeder to Finish 2880 ❑Pullets ❑Beef
❑Farrow to Wean
❑Farrow to Feeder
❑Farrow to Finish Other Type of Livestock. Number of Animals:
❑Gilts
❑Boars
Acreage Available for Application: 25 Required Acreage: 19.02
Number of Lagoons/Storage Ponds : 1 Total Capacity: 585.741 Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan(CAWMP) for the farm named above
and will implement these procedures. I (we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year,
24-hour storm and there must not be run-off from the application of animal waste. I(we)understand that this facility may be
covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the new land owner.
Name of Previous Land Owner: Daryl Floars
1
Signature: Date: s'— Z S� 2 0 �
Name of New Land Owner: Dare Uzzell/Tee Uzzell-Uzzell Bros.Swine
Signature:1. - Y Date• `lA
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: N.C.Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
May 2,2007

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Wastg Operations -
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
I. GENERAL INFORMATION:
1.1 Facility Name: David&Mack Jones Farm
1.2 Print Land Owner's name: Mack Jones
1'.3 Mailing address: 2322 Garner Chapel Rd _
City, State: Mt.Olive NC Zip: 25365
Telephone Number(include area code): 658-5343
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Take Hwy 903 north from Kenansville. Turn left on
to SR 1501. Farm is 0.5 miles north of Herrings Crossroads on west side lam).
1.6 Print Farm Manager's name(if different from Land Owner):
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): Goldsboro Hog Farms
1.8 Date Facility Originally Began Operation: PLAcOD Arr l MAL5 a-A-N 11,95
1.9 Date(s)of Facility Expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.:_31_(county number);_256 (facility number).
2.2 Operation Description: Swine operation
Fir to Finish
2880-Certified Design Capacity
Is the above information correct? yes; no. If no,correct below using the design capacity of the facility
The"No. of Animals"should be the maximum num er or which the waste management structures were designed.
Type of Swine No.of Animals Type of Poultry No.of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non-Layer 0 Beef
0 Farrow to Wean(#sow) 0 Turkey
0 Farrow to Feeder(#sow)
0 Farrow to Finish(#sow)
Other Type of Livestock on the farm: No.of Animals:
FORM: AWO-G-E 5/28/98 Page I of 4 31 -256

j 2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 43 Required Acreage(as listed in the AWMP): 53.b _
2.4 Number o lagoons storage ponds(circle which is applicable): 1
2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 3-30-q*
What was the date that this facility's land application areas were sited? 3-3o-q 4
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space-provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations; M
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied; rn `J
3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility
does not have a CAWMP,it must be completed prior to submittal of a general permit
application for animal waste operations. M•J
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available
Nitrogen(PAN)produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields(e.g. irrigation,
injection,etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.). Please be
sure to include any site evaluations,wetland determinations,or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list,please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 31 -256

Facility Number: 31 -256
Facility Name: David&Mack Jones Farm
4. APPLICANT'S CERTIFICATION: •
1, t>A Vrp TONES (Land Owner's name listed in question 1.2),attest that
this application for Dki/i7>d M A U< TONES PA RPA (Facility name listed in question 1.1)
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 incomplete.
Signature ,�w
Date oµ A'u6 R$
5. MANAGER'S C aRTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6),attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH,NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31 -256

k
° Y
Ope.rator :Mack Jones County : Duplin Date: 03/31/94
Distance to nearest residence (other than owner ) : 850 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder ) x 522 lbs . = 0 lbs
2880 head ( finishing only) x 135 lbs . = 388800 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head' (wean to feeder ) x 30 lbs . = 0 lbs
Describe other .: 0
Total Average Live Weight = 388800 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs . ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION SI�d9r S+Om9e � CaMpe� -a��owner f�eq�ec�"
Volume = 0 . 0 cubi c feet .Slvd9r To 8e Removed As heeded
TOTAL DESIGNED VOLUME
Inside top length ( feet ) --------------------- 450 . 0
Inside top width ( feet ) ---------------------- 155 . 0
Top of dike elevation ( feet ) ----------------- 48 . 4
Bottom of lagoon elevation ( feet ) ------------ 34 . 4
Freeboard ( feet) --------------
--------------- 1 . 0
Side slopes ( inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 444 . 0 149 . 0 13 . 0
AREA OF TOP
LENGTH * WIDTH =
444 . 0 149 . 0 66156 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
366 . 0 71 . 0 25986 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
405 . 0 110 . 0 178200 (AREA OF MIDSECTION * 4 )
CU. FT . = [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
66156 . 0 178200 . 0 25986 . 0 2 . 2
Total Designed Volume Available = 585741 CU. FT .

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
450 . 0 155 . 0 69750 . 0 square feet
Buildings ( roof and lot water )
0 . 0 square feet Describe this area.
TOTAL DA 69750 . 0 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste .produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 388800 lbs . ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 710208 gals . or 94947 . 6 cubic feet
5B . Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 . 0 gallons/day * 180 days storage/7 . 48 gallons
per CF
Volume = 0 . 0 cubic feet
5C . 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 = 40687 . 5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 43593 . 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B . 0 cubic feet
5C . 40688 cubic feet _
5D . 43594 cubic feet
TOTAL 179229 cubic feet
6 . SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
1 . 0 feet
Side slopes_________________________________> 3 . 0 : 1
inside top length___________________________> 450 . 0 feet
Inside top width____________________________> 155 . 0 feet
Top of dike elevation====___________________> 48 . 4 feet
Bottom of lagoon elevation__________________> 34 . 4 feet
Total required volume_______________________> 568029 cu . ft .
Actual design volume________________________> 585741 cu . ft .
Seasonal high watertable elevation ( SHWT)===> 40 . 3 feet
Stop pumping elev. __________________________> 44 . 2 feet
Must be > or = to the SHWT elev. ====______> 40 . 3 feet
Must be > or = to min. req. treatment el . => 40 . 4 feet
Required minimum treatment volume=====______> 388800 cu . ft .
Volume at stop pumping elevation=====_______> 391866 cu . ft .
Start pumping elev. _________________________> 46 . 6 feet
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfall==> 542147 cu . ft .
Volume at start pumping elevation=====______> 533949 cu . ft .
Required volume to be pumped________________> 135635 cu . ft .
Actual volume- planned to be pumped=====_____> 142083 cu . ft .
Min. thickness of soil liner when required==> 2 . 0 feet
7 . DESIGNED BY: APPROVED BY: S J
UUUU �^
DATE: 3/31/q LF DATE:,
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS : _ SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
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 conditions , weather , flushing operations , 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 evaporation. 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 year . The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available .
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe.( s ) from
building( s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
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
weather , soils , crop, and equipment in order to apply waste without
runoff or leaching .
Land application of waste water is 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 to 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 storage pump-out of the lagoon when fluid level
reaches the elevation 46 . 6 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 44 . 2 . This temporary
storage , less 25 yr- 24 hr storm, contains 135635 cubic feet or
1014551 gallons .

SHEET 2 OF 2
4 . 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 .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
b . 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 stable
outlets .
8 . 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. Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways .
9 . 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 Environ-
mental Management , has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad 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 dike 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 EARTHFILL PLACEMENT:
-----------------------------------
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
6 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 in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or 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 LINERS IN THE LINER
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 2 . 0 ft .
------ -------------------------------------------------
NOTE : 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 THE 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 ( ie - CL , SC , CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS .

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area . The
minimum water content of the liner 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 9 inch lifts and
compacted to at least 90 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 routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process . For most clay soils , a tamping or sheepsfoot
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 on 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 the 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 construc-
tion according to the seeding specifications . Topsoil should be placed
on areas of the dike and pad to be seeded . Temporary seeding or mulch
shall be used if the recommended permanent vegetation 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 the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike . The tile
trench shall be backfilled and compacted with good material such as
SC . CL . or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS :
0 . 0 LBS . FESCUE GRASS AT 60 LBS . /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES : SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0 . 0 LBS . RYE GRAIN AT 30 LBS . /ACRE (NURSERY FOR FESCUE)
0 . 0 LBS . ' PENSACOLA' BAHIA GRASS AT 60 LBS . /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES : MARCH 15 TO JUNE 15
24 . 0 LBS . HULLED COMMON BERMUDA GRASS AT 8 LBS . /ACRE
( SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES : APRIL 1 TO JULY 31
0 . 0 LBS . UNHULLED COMMON BERMUDA GRASS AT 10 LBS . /ACRE
SEEDING DATES : JANUARY 1 TO MARCH 30
120 . 0 LBS . RYE GRASS AT 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS ,
APPLY THE FOLLOWING:
3000 . 0 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS . /ACRE)
6 . 0 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
300 . 0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED .
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED . APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS , WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED .
�,7Cpt�
MAR 2 8 2019

oa-raa zri5188
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mack Jorias
in
Duplin County, North Carolina
Designer : BWH Checker
Date : 03/31/94 Date
Lagoon Design Exc .
** EXCAVATION ** ** FILL **
Bot Left Right Off-CL CL Dist Area Volume Area Volume
W; dth SS SS ( ft ) Sta ( ft ) ( SgFt ) ( Cu .Yds) ( SgFt) ( Cu .Yds )
71 3 : 1 3 : 1 107 . 0 92+ • 9 ; 587 . 9 0 . 0
7 ; 155 . 5 0 . 0
71 3 : 1 3 : 1 107 . 0 1+00 594 . 6 0 . 0
100 ; 2490 . 3 ; 0 . 0
71 3 : 1 3 : 1 107 . 0 2+00 ; 666 . 3 0 . 0
100 5403 . 9 O . G
71 3 : 1 3 : 1 107 . 0 3+00 907 . 1 0 . 0
100 9544 . 2 0 . 0
71 3 : 1 3 : 1 107 . 0 4+00 1328 . 7 0 . 0
84 13471 . 7 0 . 0
71 3 : 1 3 : 1 107 . 0 484+ . 4 1184 . 2 0 . 0

OH-I@M 2/15/38
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Mack .Tories
in
Duplin County, North Carolina
Designer Checker
Date 03/31/94 Date
Lagoon Exc . Profile
TEMPLATE DATA:
Beginning Elevation = 34. 4
Beginning Station = 0+00
0+00 to 0+00 c\3cl366/3 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 39 . 9 100 . 0 / 40 . 6 200 . 0 / 41 . 4 300 . 0 1 43 . 5 400 . 0 / 46 . 6
500 . 0 / 45 . 4 550 . 0 / 42 . 6
i

05-I�li Z/i5l88
US Department of Agricuiture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY .CALCULATIONS
prepared for
Mai c1-r- Jerrie s
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/31/94 Date
Lagoon Design Exc .
TEMPLATE DATA:
Beginning Elevation = 34 . 4
Beginning Station = 92+ . 9
92+ . 9 to 1+00 c\3cl7l/3 0 . 00000 ft/ft
1+00 to 2+00 c\3cl71/3 0 . 00000 ft/ft
2+00 to 3+00 c\3cl7l/3 0 . 00000 ft/ft
3+00 to 4+00 c\3cl7l/3 0 . 00000 ft/ft
4+00 to 484+ . 4 c\3cl71/3 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 92+ . 9
ORIGINAL DATA:
0 . 0 / 44 . 7 100 . 0 / 42 . 3 200 . 0 / 38 . 8 270 . 0 / 38 . 2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0 . 0 / 44 . 7 100 . 0 / 42 . 4 200 . 0 / � 38 . 8 270 . 0 / 38 . 2
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA :
0 . 0 / 44 . 2 100 . 0 / 42 . 7 200 . 0 / 40 . 0 270 . 0 / 37 . 9
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0 . 0 / 46 . 4 100 . 0 / 44 . 2 200 . 0 / 42 . 7 270 . 0 / 42 . 3

loon Design Exc . ( continued) 03/31/94 page 2
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0 . 0 / 48 . 2 100 . 0 / 47 . 3 200 . 0 / 45 . 9 270 . 0 / 45 . 3
SECTION NUMBER ' 6
Centerline Station 484+ . 4
ORIGINAL DATA:
0 . 0 / 45 . 4 100 . 0 / 45 . 7 200 . 0 / 45 . 7 270 . 0 / 45 . 6

06-IBM 1115/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mach J"ari� s
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/31/94 Date
Lagoon (Exc . For Lining)
** EXCAVATION FILL **
Bot Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
I-' dth SS SS ( ft ) ; Sta ( ft ) ( SgFt ) ( Cu .Yds) ; ( SgFt ) ( Cu.Yds)
71 3 : 1 3 : 1 107 . 0 89+ . 9 819 . 9 0 . 0
10 308 . 0 ; 0 . 0
71 3 : 1 3 : 1 107 . 0 1+00 827 . 0 ; 0 . 0
100 3517 . 3 ; 0 . 0
71 3 : 1 3 : 1 107 . 0 2+00 906 . 0 0 . 0
' 100 7367 . 3 ; 0 . 0
71 3 : 1 3 : 1 107 . 0 3+.00 1173 . 1 0 . 0
100 12558 . 6 0 . 0
71 3 : 1 3 : 1 107 . 0 ; 4+00 1630 . 2 ; 0 . 0
87 17558 . 5 0 . 0
71 3 : 1 3 : 1 107 . 0 4+87 1473 . 1 0 . 0

OH-IBM 2I15l88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Mack J`orias
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/.31/94 Date
Lagoon (Exc . For Lining)
TEMPLATE DATA:
Beginning Elevation = 32. 4
Beginning Station = 0+00
0+00 to 0+00 c\3cl366/3 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 39 . 9 100 . 0 / 40 . 6 200 . 0 / 41 . 4 300 . 0 / 43 . 5 400 . 0 / 46 . 6
500 . 0 / 45 . 4 550 . 0 / 42 . 6
f

OE-IRK 2/15188
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
M a c k _T cD Y3- s
in
Duplin County, North Carolina
Designer : BWH Checker
Date : 03/31/94 Date
Lagoon (Exc . For Lining)
TEMPLATE DATA:
Beginning Elevation = 32 . 4
Beginning Station = 89+ . 9
89+ , 9 to 1+00 c\3cl7l/3 0 . 00000 ft/f.t
1+00 to 2+00 c\3c17l/3 0 . 00000 ft/ft
2+00 to 3+00 c\3cl7l/3 0 . 00000 ft/ft
3+00 to 4+00 c\3c171/3 0 . 00000 ft/ft
4+00 to 4+87 c\3cl7l/3 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 89+ . 9
ORIGINAL DATA:
0 . 0 / 44 . 7 100 . 0 / 42 . 3 200 . 0 / 38 . 8 270 . 0 / 38 . 2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0 . 0 / 44 . 7 100 . 0 / 42 . 4 200 . 0 / ' 38 . 8 270 . 0 / 38 . 2
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0 . 0 / 44 . 2 100 . 0 / 42 . 7 200 . 0 / 40 . 0 270 . 0 / 37 . 9
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0 . 0 / ' 46 . 4 100 . 0 / 44 . 2 200 . 0 / 42 . 7 270 . 0 / 42 . 3

'oon (Exc . For Lining) ( continued) 03/31/94 page 2
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0 . 0 / 48 . 2 100 . 0 / 47 . 3 200 . 0 / 45. 9 270 . 0 / 45 . 3
SECTION NUMBER 6
Centerline Station 4+87
ORIGINAL DATA:
0 . 0 / 45 . 4 100 . 0 / 45 . 7 200 . 0 / 45. 7 270 . 0 / 45 . 6

OE-IRK 2/15188
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Ma c l<_ .Tories s
in
Duplin County, North Carolina
Designer : BWH Checker
Date : 03/31/94 Date
*******************************************************************************
Dike Fill Volumes
** EXCAVATION ** ** FILL **
Top Left Right Off-CL CL Dist ; Area Volume ; Area Volume
dth SS SS ( ft ) Sta ( ft ) (SgFt ) ( Cu .Yds ) ; ( SgFt ) (Cu .Yds )
12 3 : 1 3 : 1 140 . 0 0+00 ; 0 . 0 215 . 0
87 0 . 0 ; 568 . 9
12 3 : 1 3 : 1 135 . 0 0+87 ; 0 . 0 138 . 1
100 ; 0 . 0 1081 . 9
12 3 : 1 3 : 1 135 . 0 1+87 ; 0 . 0 ; 138 . 9
100 ; 0 . 0 1473 . 5
12 3 : 1 3 : 1 135 . 0 2+87 ; 0 . 0 72 . 6
100 0 . 0 1627 . 2
12 3 : 1 3 : 1 135 . 0. 3+87 ; 0 . 0 10 . 4
157 0 . 0 1968 . 8
12 3 : 1 3 : 1 110 . 0 5+44 0 . 0 107 . 1
100 0 . 0 2324 . 2
12 3 : 1 3 : 1 110 . 0 6+44 0 . 0 ; 84 . 8
142 0 . 0 2691 . 8
12 3 : 1 3 : 1 120 . 0 7+86 ; 0 . 0 ; 55 . 0
100 0 . 0 ; 3113 . 6
12 3 : 1 3 : 1 120 . 0 8+86 ; ' 0 . 0 172 . 9
100 ; 0 . 0 4111 . 6
12 3 : 1 3 : 1 120 . 0 9+86 0 . 0 366 . 1
100 ; 0 . 0 5542 . 7
12 3 : 1 3 : 1 120 . 0 ; 10+86 0 . 0 406 . 7
72 0 . 0 6602 . 9
12 3 : 1 3 : 1 140 . 0 ; 11+58 ; 0 . 0 ; 388 . 5
100 ; 0 . 0 ; 7720 . 5
12 3 : 1 3 : 1 140 . 0 ; 12+58 ; 0 . 0 ; 215 . 0
R2C9zft/MCj)2W In",
MAR 2 8 2019

- r
OR-IRK 2115/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
MaCI-- .J"oriie!! s
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/31/94 Date
Dike Fill Volumes
TEMPLATE DATA
Beginning Elevation = 48 . 4
Beginning Station = 0+00
0+00 to 12+58 d/3c112\3 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 42 . 7 100 . 0 / 42 . 4 200 . 0 / 40 . 9
SECTION NUMBER 2
Centerline Station +87
ORIGINAL DATA:
0 . 0 / 38 . 8 100 . 0 / 42 . 4 200 . 0 / 44 . 7
SECTION NUMBER -3
Centerline Station 1+87
ORIGINAL DATA:
0 . 0 / 40 . 0 100 . 0 / 42 . 7 200 . 0 / 44 . 2
SECTION NUMBER A.
Centerline Station 2+87
RIGINAL DATA :
0 . 0 / 42 . 7 100 . 0 / 44 . 2 200 . 0 / 46 . 4
SECTION NUMBER 5
Centerline Station 3+87

e Fill Volumes ( continued) 03/31/94 page 2
0 . 0 / 45 . 9 100 . 0 / 47 . 3 200 . 0 / 48 . 2
SECTION NUMBER 6
Centerline Station 5+44
ORIGINAL DATA:
0 . 0 / 47 . 3 100 . 0 / 45 . 4 150 . 0 / 41 . 8
SECTION NUMBER 7
Centerline Station 6+44
ORIGINAL DATA:
0 . 0 / 45 . 9 100 . 0 / 45 . 4 150 . 0 / 43 . 4
SECTION NUMBER 8
Centerline Station 7+86
ORIGINAL DATA:
0 . 0 / 47 . 3 100 . 0 / 45 . 9 170 . 0 / 45 . 3
TION NUMBER 9
Centerline Station 8+86
ORIGINAL DATA:
0 . 0 / 44 . 2 100 . 0 / 42 . 7 170 . 0 / 42 . 3
SECTION NUMBER 10
Centerline Station 9+86
ORIGINAL DATA :
0 . 0 / 42 . 7 100 . 0 / 40 . 0 170 . 0 / 37 . 9
SECTION NUMBER 11
Centerline Station 10+86
ORIGINAL DATA:
0 . 0 / 42 . 4 100 . 0 / 38 . 8 170 . 0 / 38 . 2
SECTION NUMBER 12
Centerline Station 11+58
ORIGINAL DATA :
0 . 0 / 40 . 0 100 . 0 / 38 . 8 200 . 0 / 38 . 9
SECTION NUMBER 13
Centerline Station 12+58
ORIGINAL DATA:

;e Fill Volumes ( continued) 03/31/94 page 3
0 . 0 / 42 . 7 100 . 0 / 42 . 4 200 . 0 / 40 . 9
i

. r
09-IBM 2/15/68
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mack aC3r1PS
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/31/94 Date
Pad Ecv. & Fill Volumes
** EXCAVATION ** ; ** FILL **
Top Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
Width SS SS ( ft ) ; Sta ( ft ) (SgFt ) (Cu.Yds) ; ( SgFt ) ( Cu .Yds )
'10 5 : 1 5 : 1 35 . 0 ; 0+00 0 . 0 1021 . 9
10 ; 0 . 0 371 . 0
310 5 : 1 5 : 1 35 . 0 0+10 ; 0 . 0 ; 981 . 8
40 0 . 0 1697 . 8
310 5 : 1 5 : 1 35 . 0 0+50 0 . 0 809 . 4
100 79 . 2 3991 . 6
310 5 : 1 5 : 1 35 . 0 1+50 42 . 8 429 . 3
' 35 108 . 6 4621 . 1
310 5 : 1 5 : 1 35 . 0 ; 1+85 2 . 6 542 . 0
.10 109 . 7 4816 : 5
310 5 : 1 5 : 1 35 ..0 1+95 3 . 4 513 . 0

:75-I8M 2/I5/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Mack SOr1ES
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/31/94 Date
Pad Ecv. & Fill Volumes
TEMPLATE DATA:
Beginning Elevation = 48 . 4
Beginning Station = 0+00
0+00 to +10 d/5cl310\5 0 . 00000 ft/ft
+10 to +50 . d/5cl310\5 0 . 00290 ft/ft
+50 to 1+50 d/5cl310\5 0 . 00290 ft/ft
1+50 to 1+85 d/5cl310\5 0 . 00290 ft/ft
1+85 to 1+95 d/5cl310\5 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 43 . 6 100 . 0 / 43 . 5 200 . 0 / 45 . 3 300 . 0 / 47 . 8 400. 0 / 45 . 2
SECTION NUMBER 2
Centerline Station +10
ORIGINAL DATA :
0 . 0 / 43 . 9 100 . 0 / 43 . 6 200 . 0 / 45 . 5 300 . 0 / 47 . 8 400 . 0 / 45 . 1
;ECTION NUMBER 3
Centerline Station +50
IGINAL DATA :
0 . 0 / 44 . 7 100*. 0 / 44 . 2 200 . 0 / 46 . 4 300 . 0 / 4.8 . 2 400 . 0 / 44 . 9
.ECTION NUMBER 4
Centerline Station 1+50

Ecv. & Fill Volumes ( continued) 03/31/94 page 2
0 . 0 / 46 . 1 100 . 0 / 45 . 8 200 . 0 / 49 . 2 300 . 0 / 49 . 2 400 . 0 / 42 . 0
SECTION NUMBER 5
Centerline Station 1+85
ORIGINAL DATA:
0 . 0 / 46 . 5 100 . 0 / 46 . 5 200 . 0 / 49 . 1 300 . 0 / 48 . 1 400 . 0 / 39 . 3
SECTION NUMBER 6
Centerline Station 1+95
ORIGINAL DATA:
0 . 0 ! 46 . 5 100 . 0 ! 46 . 5 200 . 0 / 49 . 1 300 . 0 / 48 . 4 400 . 0 / 39 . 3

'J
RYA
r �O m Pv�u ►�� For Clay � 1 A-er
230 : PR ' cu . ft . READY
K L M N 0 P Q R
�y Storage volume for sludge accum. ( cu . ft . ) : => ALT-P
12 Treatment Volume (min. 1 cu . ft . /lb. )===__=_> 1 . 0
13 25 Year - 24 Hour Rainfall ( in. )===_________> 7 . 5 0&M PLAN
14 Rainfall in excess of evaporation ( in. )===__> 7. 0 ALT-O ?
15 Drainage area of buildings & lots ( sq. ft . )=>
16 Volume of wash water (gallons/day) ====______> CONSTRUCT
17 Temporary storage period (days )_____________> 180 SPECS .
18 Freeboard ( ft . ) :____________________________> 1 . 0 ALT-A
19 Side slopes ( inside lagoon) : ________________> 3 . 0 1
20 Inside top length ( ft . ) : ____________________> 450 . 0 SEEDING
21 Inside top width ( ft . ) : _____________________> 155 . 0 SPECS .
22 Top of dike elevation ( ft . ) : ________________> 48 . 4 ALT-S
23 Bottom of lagoon elevation ( ft . ) : ==_________> 34 . 4
24 Seasonal high water table (SHWT) elev. ( ft . ) : => 40 . 3 TO CLEAR
25 Total required volume : _____________> 568029 cu. ft . ALT-C
26 Actual design volume : ______________> 585741 cu . ft .
27 Stop pumping el . ( > or = to 40 . 3 ft . SHWT) > 44 . 2 ft . TO QUIT
28 ( > or = to 40 . 4 ft .Min. ) LOTUS
29 Required minimum treatment volume: 388800 cu . ft . ALT-Q
30 Volume at stop pumping elevation: 391866 cu . ft .
31-Mar-94 09 : 24 PM NUM
P23 : U 32 . 4 READY
K L M N 0 P Q R
11 Storage volume for sludge accum. . ( cu . ft . ) :=> ALT-P
12 Treatment Volume (min. 1 cu . ft . /lb. )===____> 1 . 0
13 25 Year - 24 Hour Rainfall ( in. ) ===_________> 7 . 5 0&M PLAN
14 Rainfall in excess of evaporation ( in. )===__> 7 . 0 ALT-O ?
15 Drainage area of buildings & lots ( sq. ft . )=>
L6 Volume of wash water (gallons/day)====______> CONSTRUCT
17 Temporary storage period (days ) _____________> 180 SPECS .
18 Freeboard { ft . ) : ____________________________> 1 . 0 ALT-A
L9 Side slopes ( inside lagoon) : ________________> 3 . 0 ; 1
?0 Inside top length { ft . ) : ____________________> 462 . 0 SEEDING
?1 Inside top width { ft . ) : _____________________> 167 . 0 SPECS .
72 Top of dike elevation ( ft . ) : ________________> 48 . 4 ALT-S
'3 Bottom of lagoon elevation ( ft . ) : ==_________> 32 . 4
'.4 Seasonal high water table(SHWT) elev . ( ft . ) : => 40 . 3 TO CLEAR
'5 Total required volume : _____________> 576975 cu . ft . ALT-C
6 Actual_ design volume : ______________> 725265 cu . ft .
'7 Stop pumping el . ( > or = to 40 . 3 ft . SHWT) > 44 . 2 ft . TO QUIT
'8 ( > or = to 38 . 4 ft .Min. ) LOTUS
9 Required minimum treatment volume : 388800 cu . ft . ALT-Q
0 Volume at stop pumping elevation: 508895 cu . ft .
1-Mar-94 09 :26 PM NUM
�41 = 1,39,s� S168' ,,.yd1
SlbB k l.�s = 6459 ,,Ydf
airrox. y0.Mda,t r c lay l+per

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'
pSNCD l
lC�TlOX R: T�� '
^ ' S,`,KPLE COLLECTION --
'
A. Liquid Manure Slurry '
l ' Under-slotted-floor pit
a' Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g. , by placing one's thumb
over the end of the conduit).
b' Ki 'b both ends of the conduit open, extend it into the. manure
to the pit
c^ Seal the upper and of the conduit trapping the -manure that has
' entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of I quart of slurry.
e' Thorm�ugh] m�x this slurry and empty approximately7/2 pint
into �ampie container. . .
2. Exterior storage basin or tank ^ '
a' Nake sure the manure has been well mixed or homogenized with a
~ liquid manure chopper-agitator pump or propeller e agitator.
' i � ] 5 locations �o the p�� from the
b Take sampl�s from approx ma e y o�a ,
' agitator pump,' or from ure spreader and place.in a bucket-
c'-' 'y' empty mix and lK2P p`�nt into sample container.
` n T 'oro.ugh� /
II' SAMPLE PREPARATION AND TRANSFER `
A. place the sample for anal�vsis into a flexible or expandable container that
can be sealed' The container shoul
d be rinsed clean with water and free
bchlorinated �rea�ed in any other way.
of any residues but should n»� be or a freezer b'g
Dry litter may also be placed i.n a sealed plastic bag suchas beg.
B. The sample should be refrigerated' iced or cooled, if possible, or trans-
ferred to the lab immediately'
C. Hand-delivery is the most reliable way of sample transfer, but it can also
/
be mailed'
D. If mailed, sample container should first be protected with a packing material
sucs newspaper,' h d then boxed or packaged with wrapping paper and-taped.
E. The KCDA Plant Analysis Lab provides this service for a nominal fee of$4 per sample which should 2 h� h h ld b forwarded along with the sample.
~
'
'

F PSWCD 2
Dequest that i:S is i::71til'Ilu." 11-,e ��i1 }U'��iii� i i - iyse5 be �)ei i 01 iileL. i
1 . Total nitrogen
'2. Ammonia nitrogen NH N)
3. Total phosphorus NH
4. Potassium (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.
i
I
I
' I
� - 1
I
i

Licu d
' PSi,'CD 2
L. Lagoon -L i qu i d —
l . Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi-stage lagoon system collect sample from lagoon that
is going to be irrigated from.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can 'be sealed. The container should be rinsed clean with water and free
of any residues but should not be,chjor:-inated or treated -in any other way.
Dry litter may also"be placed in a Sealed plastic bag such as a freezer bag.
B. The sample should be- refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Nand-delivery is the most reliable way of sample transfer, but it can also
be mailed-
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then .boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a -nominal fee of
$q per sample which should be forwarded along with the sample.
1 . Addres_s: R. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 2-7611
p": (919) ,13-2655
Attn: Dr. Rug Campbell

ANIMAL WASTE UTILIZATION PLAN
-ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc. )
I •1- N WOOF �0�1 E5 , hereby give MA'cf< a ES
permission to apply animal waste from his Waste Utilization System
on* 25 ± acres of my land for the duration of time shown below.
The field(s)' on which waste can' be applied are shown on the
attached map. t Tiz -e-r 70764 k5 ,Nrn6hT T> &N A-rT*c-fr-&-r--� MA-p
-I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops . I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner ��dlt�r � Date:
Waste Producer: Date : 3-a
Technical Representative:__:_ Date: 24 mAw*9q
SWCD Representative: Date:
Term of Agreement : , 19_ to
(Minimum of Ten Years' on Cost Shared Items)
(See Required Specifi — . )
S 2-

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TABLE OF IRRIGATIO.- LA E$
Effective date as of 5/24199
Mack Jones
HYDRANTS ACRES
1 A 2.61
1-B 2.61
2-A 3.18
2-B 3.18
3-A 3.72
3-B 3.72
Total Acres 19.02

. EXHIBIT D-1
IRRIGATION SYSTEM DESIGN_PARAMETERS
Landowner/Operator Name: PMeW TvN =1 County: D"p-I N
Address: 2322 GAjzN6?w wAj El. 'KOAV
tar. NC 2$365' Date: 24 mA•izw a9
Telephone: Rt el-658-634-3
TABLE 1 - Field Specifications
Appmxlmate
Maximum
Maximum Maximum Appucatlon
Useable Size Applicallon per h riEstion
Fieldl of Fleld2 Slope Rate, Cycle3
Number (acres Soll Type (%) Cro s r (inches
Comments
IA' 2.61 Aurtrgvlt.L.e A•LL P,EfamuaPA NAY /Snn 6VA-1nr .bo
113 241 It
2A
3A 3-7Z ,. .
ISee attached map.
ZTotal field acreage minus required butler areas.
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used,
2VRCS,NC
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TABLE OF IRRIGATION LANE$
Effective date as of 3/24199
Mack Jones
HYDRANTS ACRES
1 A 2.61
1-B 2.61
2-A 3.18
2-B 3.18
3-A 3.72
3-B 3.72
Total Acres 19.02

EX1ilBTf D.1
IRRIGATION SYSTEM DESIGN.PARAMETERS
Landowner/Operator Name: MA&K TV
Address: 2322 G#zelet/:Cyd � RaAV County: Dc��`IN
11gT.OL.We NC 28365 Telephone: Date: 24 I+'la'RGN Rq
Rcq-658_53�}g
TABLE 1 - Field Specifications
Approximate
Maximum Mazlmtun
Listable Size Maximum Appucatlon
Fleldl of Fleld2 Slope Application per Irrigation
Plumber (acres) Soil Type to Rato !4cle3
I A• Cro s) (inThr (Inches) Comments
2.61 AuTcgt4j,Lte Aw, BVE ram-VA NAY 15m&,?_4IN .bo
IB 2.61 to „ I.oO
2A 3.1$
2 3.18
.. VI
.. .. .. .. ..
3A 3.72
.. to it to it
n „
,see attached map.
2Total field acreage minus required bufller areas.
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
. P
MRCS,NC
. TUNE,.1996

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Swine Farm Waste Management Odor Control Checklist
Source
Cause BMps to Minimize Odor j Site Specific Practices
Farmstead • Swine production JO Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense f
Animal body surfaces • Dirty manure-covered animals ® Dry floors
Floor surfaces • Wet manure-covered floors ® Slotted floors;
JO Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush,pit recharge,
Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust N Efficient air movement
indoor surfaces • Dust ~ f A Washdown between groups of animals;
M Feed additives;
❑ Feeder covers;
N Feed delivery downspout extenders to feeder
oe*ers -
Flush tanks • Agitation of recycled lagoon ^ ❑ Flush tank covers;
liquid while tanks are filling ❑ Extend till lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater f ❑ Underfloor flush-with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon JO Extend recharge lines to near bottom of pits
Iiquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank C] Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater Cl Box covers
or junction boxes conveyance

Source Cause
BMPs to IVlinimite Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater 9 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces 0Volatile gas emissions; 0 Proper lagoon liquid capacity;
• Biological mixing; I9 Correct lagoon startup procedures;
• Agitation a Minimum surface area-to-volume ratio;
Minimum agitation when.pumping;
❑ Mechanical aeration;
0 Proven biological additives
agitation; �( Ir on dry days with little or no wind;
Irrigation sprinkler High pressure g
nozzles • Wind drift 01 Minimum recommended operating pressure;
M Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon -
Storage tank or basin • Partial microbial decomposition; Cl Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
Agitation when emptying ❑ Basin surface mats of solids;
- ❑ Proven biological additives or oxidants f
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Manure,slurry or sludge • Agitation wlien spreading; ❑ Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions f] Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while El Soil injection ofslurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers-for rapid drying;
Cl Proven biological additives or oxidants
Dead animals
Carcass decomposition Cok Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper locationiconstruction of disposal pits
• Incomplete combustion 0 Secondary stack burners
Incinerators

Source
Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; ($ Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Pf Farm access road maintenance
public roads from farm
access
Available From
Additional information: --- --- TJ - NCSU,County Extension Center
Swine Manure Management; 0200 Rule/IiMP Packet Fact Sheet NCSU-BAE
EBAE
Swine Production Farm Potential Odor Sources and Remedies; NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual NCSU Agri Communications
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 Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Cause BhWs to Control Insects
Site SpeciCc Practices
Source Liquid Systems
ed
Flush Gutters • Accumulation of solids sufficiently to remove accumulated Flush system is designed and tsolids from
gutters as designed.
[3 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids N 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-
1i inches over more than 30%of surface.
vegetation Maintain vegetative control along banks of
Excessive Vegetative Decaying g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
p Design,operate and maintain feed systems(e.g.,
Feeders • Feed Spillage
bunkers and troughs)to minimize the
accumulation of decaying wastage.
04 Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues Cl Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or breakup accumulated
solids in filter strips around feed storage as
needed.

p
Source Cause
BMPs to Control Insects• Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap in
along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)wher6 manure is loaded.for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
I7 Inspect for and remove or break up accumulated
wastes in Filter strips around stockpiles and
manure handling areas as needed. � ��
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid$ stems
Flush gutters Accumulation of solids 13 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation 0 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage O Design, operate,and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects _ Site Specific Practices
Feed storage Accumulations of feed ❑ Reduce moisture accumulation within and around
residues 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)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
hnnrffinev areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

h
Y
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District(SWCD)
Natural Resources Conservation Service (NRCS)
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.
1 November 23,2016

s
d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems, or solid separators.
5) 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:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump,and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted,such as employee injury,fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
.After hours,emergency number: 1-800-858-0368. 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:
.Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension,phone number:
2 November 23, 2016

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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 November 23,2016