960134_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of . Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days must be received by the Division of Water Resources by no later than April 3, 2019. prior to their expiration date. Therefore, all applications
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 Permidee.
1. Farm Number: 96-0134
2. Facility Name: Ballance Brothers Partnershi
Certificate Of Coverage Number: AWS960134
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address:
Anthonylance
1362 Black Creek Rd
City: Fremont
State: NC
Telephone Number: 919-242-6454 Ext.
Zip: 27830
E-mail:
ton b27830 a��mail.com
5• Facility's Physical Address: 1362 Black Creek Rd
City: Fremont
State:
NC
6. County where Facility is located: Wayne
Zip: 27830
7. Farm Manager's Name (if different from Landowner
Anton D Ballance
8. Farm Manager's telephone number (include area code
919-242-6454 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"
10. Operator Name (OIC): Anthony D. Ballance
Maxwell Foods LLC
11. Lessee's Name (if there is
Phone No.: 919-242-6454
OIC #: 16490
not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Gilts
100
Swine - Farrow to Wean
Operation T es
2,000
Swine Cattle
Wean to Finish Dairy Calf
Dry Poultry
Other Ty oes
Wean to Feeder Dairy Heifer
Non Laying Chickens
Horses - Horses
Farrow to Finish Milk Cow
Laying Chickens
Horses - Other
Feeder to Finish Dry Cow
Pullets
Sheep- Sheep
Farrow to Wean Beef Stocker Calf
Farrow to Feeder
Turkeys
Turkey Pullet
Sheep - Other
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Wet Poultry
Other
Other
Non Laying Pullet
Layers
1REC CNEDhVC0EQfidU>iy :i
MAR 2 8 2019
watoor dual -
Gglonal Opt raVers Soctsar

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINOA CULPEPPER
Director
�r
NORTH CAROLINA
Environmental Quality
February 27, 2019
Anthony D Ballance
Ballance Brothers Partnership
1362 Black Creek Rd
Fremont, NC 27830
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee: one of
ation State
eral Permits,
Your facility is currently approved for operation
the enew animalhwaAnimal operation eStOateeTNon-DischargeoGene al Permitsischarge nare available
which expire on September 30, 2019. Copies o
at htt s://de .nc. ov/about/divisions/water-resources/water- uality-re ional-o rations/afo or by writing or calling.
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
LLl U-11 w ...... -
rmit covera e to the Division. Enclosed 'ou will fin a e ue by
_
Ex irina State Non -Discharge General Permst
i coey a of r the nCertifred uAnimal oWasted Mana ement Plan . signed and returned
1 2 the
Please note that you must include one
com feted and si ned a lication form. A list of items included in the CAWMP can be found on aye 2 of the renewa
application
ithin the time period specified may result
in Failure to request renewal of your coverage under a general permit wof NCGS 143-215.1 and could
a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation
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,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
Washington Regional Office, Water Quality Regional Operations Section
cc (w/o enclosures):
W� County Soil and Water Conservation District
AFOG Section Central Files - AWS
960134
Maxwell Foods LLC
N•srth ar'- a peE= "'"t,,i =no r•.r.meraa qua to I D vson Of Water Fiea,srDas
?. t144a Ze t_r Fine , Aartk%ar sa 27S1S?�
�' 512 N. Sa sb�; n• St. � 1_ �atv �

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
S
(`
1
9/9/1992
2
1/29/1996
3
1/29/1996
--stimated Design Freeboard
i
rface Area
"Redline"
quare Feet)
(Inches)
7'�,L'i3d
19.00
%. '70
19.00
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 by the owner and a certified technical -n^^i^'�, 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]
Sew "��ns

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: .v Title:
Signature: Date: _J1 /r
Name: l crr Title: 4Y �//`� la : A-ofi'?P/6
Signature: T �''Date: :%ll //9
—T—
Name:
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
RF-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit) If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a 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).
�J Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Date
ate

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Friday, July 16, 1999
Producer : Anthony D. Ballance
Farm Name
Telephone # :
Type of Operation
Number of Animals
Application Method:
Ballance Brothers Inc.
1362 Black Creek Road
Fremont,NC 27830
[phone]
Combination Swine Farm
2100 swine design capacity
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
tentials, 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.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2100 swine X 5.9 tons waste/swine/year= 12390 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2100 swine X 5.25 Ibs PAN/swine/year= 11030 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 SOIL TYPE &CLASS -
DETERMINING PHASE
4170 EPPELIDDELL DRAINED
4170
WAGRAM 0-6%
4170
P11
AGRAM 0-6%
4170
P12
AYCOCKO-1%
4170
P13
AYCOCKO.1%
4170
P14
AYCOCKO-1%
4170
P15
WAGRAM 0-6%
4170
P2 ILIDDELL
DRAINED
4170
P3
LIDDELL DRAINED
4170
PP3-P15
GOLDSBORO 0-2%
4170
P4
LIDDELL DRAINED
4170
P5
WAGRAM 0-6%
4170
P6
GOLDSBORO 0-2%
4170
P7
GOLDSBORO 0-2%
4170
P8
GOLDSBORO 0-2%
4170
P9
NORFOLK 0-2%
CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
CODE N/ACRE NACRE USED TIME
FC
3.8
190
0
1.14
596.6
SEP-MAY
BC
4.7
235
0
L57
1073.95
MAR-SEP
BC
4.7
235
0
3.25
763.75
MAR-SEP
BC
5.4
270
0
2.51
677.7
MAR-SEP
BC
5.4
270
0
1.6
432
MAR-SEP
BC
5.4
270
0
1.2
324
MAR-SEP
BC
4.7
235
0
1.2
282
MAR-SEP
FC
3.8
190
0
3.83
727.7
SEP-MAY
BC
3.4
170
0
2.47
419.9
MAR-SEP
SG
1.5
75
0
15.75
11 11.25
SEP-MAR
BC
3.4
170
0
4.34
737.8
MAR-SEP
BC
4.7
235
0
0.99
232.65
MAR-SEP
BC
5.5
275
0
4.21
1157.75
MAR-SEP
BC
5.5
275
0
4.23
1163.25
MAR-SEP
BC
5.5
275
0
0
3.52
1.72
968
MAR-SEP
BC
5.2
260
447.2
MAR-SEP
TOTALS: 11185.5
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.
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
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
SG SMALL GRAIN OVERSEEDED
FC TALL FESCUE -CONTROLLED GRAZED
UNITS LBS N/UNIT
TONS
+ 50
AC
50
TONS
150
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
ITABLE 1 I 58.53 11,186
TOTALS: 58.531 11,186
AMOUNT OF N PRODUCED: 11,030
***BALANCE -156
*** 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 1797 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 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 (in/hr) AMT (inches)
4170
P10, P11, P15, P5
WAG RAM 0-6%
BC
0.60
*1
4170
P9
NORFOLK 0-2%
BC
0.50
*1
4170
P1, P2
LIDDELL DRAINED
FC
0.00
*1
4170
P3, P4
LIDDELL DRAINED
BC
0.00
*1
4170
-P3-P15
GOLDSBORO 0-2%
SG
0.50
*1
4170
P6, P7, P8
GOLDSBORO 0-2%
BC
0.50
*1
4170 P12, P13, P14
AYCOCK 0-1 %
BC
0.35
*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 was amended 7/16/99 per DWQ request to show matua instead of fescue on pulls
1 and 2 and to change the small grain overseed PAN rate to 75 Ibs/acre. To meet the
Nitrogen requirements of the WUP, a minimum of 15.75 acres of small grain will be planted
on the farm on any of the coastal fields.
Irrigation pulls 6-10 have been amended for the 2003 bermuda season to hay from controlled
grazed to allow for additional PAN application. In all likelihood, these pulls will revert back to
controlled grazed for the 2004 season.
Irrigation pulls 6-10 have been amended for the 2004 bermuda season from hay back to
grazed.
Irrigation pulls 16-20 have been added to facilitate additional winter time land application.
Irrigation pulls 16-20 have been deleted on 3/7/08 upon growers request.
This WUP utilizes the 75-lb PAN rate on the small grain overseed with the following
conditions: (1) no application to bermuda after August 31, (2) the application to small grain
must be done in split applications, from Sept 15 to October 31 and from February 1 to March
31, with no application in Nov - Jan, and (3) the small grain must be harvested by April 7.
This WUP was amended on 9/04/09 to reflect fescue on irrigation pulls 1 and 2 to replace the
matua.
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 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)
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.
*1 S. 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: Ballance Brothers Inc.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment 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: Anthony D. Ballance
SIGNATURE: 040� DATE:
NAME OF MANAGER (if different from owner): _
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Maxwell Foods, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE: DATE:
Page 9

�^.•, United States Safi
\ t Oecarment of
a Conservation
Agrtcwfure Service '
OP SRA TOR:
?lease review the attached plan and specifications care`ully. Retain
this p_lan for your use and records. it is strongly recommended that you,
your contracrter, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand ,hat is -expected so that final construction meets plans and
specification and the ;ob can be certified for payment (if cost -sharing
is involved). '
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is -RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area. .
NOTc: Design Requirement:
Estimate of Excavation:
Estimate of Pad & Dike:
1.:5' : 1 'Ration
J6Z7� ZZcu_ft. = cu. yds.
Job Class V/019 Z
C-a to
,dl 1 Designed By n
Name
cu.ft. = Q1 ,g0(o cu.yds.
cu.ft. cu.yds.
Des i an Approva 1
Name
J/-2--�Z
Date
Tne Sod canaar�ation Service
.s an dganc'r'3I :no /r
Oecartnent of Agriculture/
I

OPERATION AND MAINTENANCE PLAN
-------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid l eve l to be
reached may vary due to so i l tend i t i ons, f l ush i ng operations, and
the amount: of fresh water- added to the system.
Land app l i cation of waste water" is recognized as an acceptable
method of disposal. Methods of application include solid set,
center p i vbt, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following Items are to be carried out:
I. 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
':caste entering the lagoon thereby reducing odors. So I i ds shoo I d be
covered with effluent at all times.
2. Tl--ie attached waste ut i I i at i on plan sha I I be fo l I owed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -cut of the lagoon when fluid l eve I reaches eleva-
tion 'Sir.;; as marked by permanent markers. Step pump -out when
the fluid level reaches elevation 48.6 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum app I i cation rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mewed annually. Vegetation should be f ert i I i zed as needed
to maintain a vigorous stand.
6. Repair- any eroded areas or areas damaged by rodents 3 , and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean ea.n 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 respons i b i I i ty for enforcing this law.

U. S. Department of Agriculture
Soil Conservation Service
LAC4W4
HAZARD CLASSIFICATION DATA SHEET FOR %5
NC-ENG-34
September 1980
File Code: 210
Landowner
-7a-+U
3—644 CC—;
County
kp. wa-
Community
or Group
No.
Conservation Plan
No..
Estimated Depth of Water to Top of J1 Ft. Length of Flood Pool 31 S Ft.
G A GooV—
Date of Field Hazard Investigation�9z
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. st. evation
Kind of :Improvements: of Breach
Reich: Lanrith; Width: Clnpa: Land !►sa Improvements Above :Floodwater Abovi
Flood Plain: Flood Pl.ain
Ft. _ Ft. Ft. Ft.
1
2
3
Describe potential
for loss of life and damage to
existing
or probable
future
downstream
improvements from
a sudden breach NoN,5. SuDtC-1
13kc?ACN
PaSd; �jo
6M66t
7, Z/�-r
ok PP4EY2T-r' ApdaKI
547, "i 'Ok
Ageoce
StvAAA.?
44
z, ,w
i->. 1509.
Hazard Classification of Burr (( b, c)
LACloo
Dam Classification (I, II, III, R1, V)
X.
name
el—
.7
(see NEM-Part 520.21)
Concurred By 4"/j ,
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 6/�/dl�Z
Date

t_perator:TONY
BALLANCE County:
WAYNE
Date:
09/09/9
Distance
to nearest residence (other-
than
owner) :
vc c_0.0
feet
1. STEADY STATE LIVE WEIGHT
D
sews
(farrow to finish)
x
1417
lbs. =
0
lbs
0
saws
(farrow to feeder)
x
522
lbs. =
0
lbs
0
Head
(finishing only)
x
135
lbs. -
0
lbs
1000
sows
(farrow to wean)
..
433
lbs. =
433000
lbs
0
head
(wean to feeder)
..
30
i bs. -
0
lbs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
433000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME i �F LAGOON
Volume = 433000 l bs . SSLW m Treatment Vol ume (CK / i b . SSLW
Treatment Volume(GF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 43: 000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet- ; "Owner requests no sludge storage.
Sludge will be removed as needed.''
4. TOTAL DESIGN VOLUME
Inside top length 315.0 feet ; Inside top width 232.0 feet
Top of dike at elevation 52.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 . 1 ( Inside lagoon)
Total design lagoon l i eau i d I eve I at elevation 51.5 feet
Bottom of lagoon elevation 39.5 feet
Seasonal high water- table elevation 0.1 aft feet
Total design volume using Fir-ismoidaI formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
AREA OF TOP
LENGTH * WIDTH =
309.0 226.0 69834.0 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
237.0 154.0 36498.0 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH F WIDTH F 4
273.0 190.0 207480.0 ( AREA OF MIDSECTION * 4 )
C:U . FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEP0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 627624 C:'l../l . 1
4f

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
315�O 232.0 73080.0 square feet
Bu i I d i ngs ( roof and lot water)
Length * Width =
315.0 3.0 945.0 square feet
TOTAL DA 74025.0 square feet
Design temporary storage period to be 180 days
5A. Volume of waste producid
Approximate da i l y production of manure in C:F/ LB SS L W 0.001:
Volume = 433000 Lbs. SSL.W * C:F of Waste/Lb./Day 180 days
Volume = 105741 cubic feet
5B. Volume of was!- 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 rec i rcu
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 3a I I
per
VoIume = 0.0 cubic feet
5C:. Volume of ra i nfa I 1 in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amot
180 days excess ra i nfa l I = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 43181.S cubic feet
OR

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43181.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
FA . 105741 cubic feet
5B. 0 cubic feet.
FC:. 43181 cubic feet
5D. 43181 cubic feet
TOTAL 192104 cubic 'feel::
6. SUMMARY
Total required volume 625104 cubic feet
Total design volume ume ava i I . 627624 cubic feet
Min. req. treatment volume plus sludge accumulation 433000 cubic
At elev. 48.6 feet ; Volume is 4=8311 cubic feet (end pump i n
Total design volume less 25yr-24hr" storm is 584443 cubic feet
At elev. 50.8 feet ; Volume is 579523 cubic feet (start pump
Seasona I h i gh wate
r tab I e e I evat i on �,7 � f eet
7. DESIGNED BY: Arvr"- APPROVED BY:
DATE- 9fio/12— DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
150 LBS. FESCUE GRASS @ 60 LBS./ACRE
( BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. ' F'ENSAC:i tLA ' BAH I A GRASS @ 60 LBS./ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO J UNE 0
0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
75 LBS. RYE GRAIN @ _emsa LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY �RARY VEGETATION)
SEEDING DATES: DEC:EMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
r TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (1 Cat I BALES/ACRE )
ALL SURFACE DRAINS SHOULD BE 'INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMF_DIATELY 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 CULT I PACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSAC OL.A BAH I AGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA; IT IS RECOMMENDED THAT :I
LBS./ACRE � iF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
7

WASTE UTILIZATION PLAN
----------------------
Owners name--:TONY BALLANCE County:WAYNE
Mail Address-:FREMONT
[ype of production unit ---- :FARROW TO WEAN
[ype of -waste faci}ity-----:Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be }and applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used.to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests -
are encouraged so thyt 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
neels of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infi|tratioh
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on }and when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following -
Amount of Waste Produced Per Year:
----------------------------------
1000 animals x 6.1 tons waste/anima|/yr= 6094 tons
total waste
x�

Page
Amount of Plant Available Nitrogen Produced ed Per Year:
-----------------------------------------------------
1000 animals H 5.40 Its, N/anima.l;vear = 5400 lbs.!vr
Available PSI
Applying the above amount o1' waste is a big job. You should
plan time and have appropriate equfpmeat to apply the waste in
a timely manner. Your fa.c 1 l 1 ty is designed or 180 days of
storage. Therefore, it wi l l need to be pumped every 61
months.
Tract Field Soil Crop Yield Lb . N Acres Lbs . N Month t
No. No, Type Code Per Ac. Used Apply
1.170 6 WAB,l.S.IAC: r_, 7 Tens 400 16.0 6400 MAR—AUG
Available Nitrogen 5400_
Surplus Or Deficit �=:I.c�c_;c; ; {'3.5AG ►Jt`eD�T
60Ac c1v A�aI�A��
Crail;} codes: 1=Cereal grain; =Corn; _:=Ce cu eq 4= anqe Gr. Bermuda
5=Contro I Grazed Bermuda; ... =I-;a5j l and BerAuda
Narrative of Operation:
------------------------
_M__l,ouayr>_V170 _ ----- ----
SE?Rf _:;----_--°F—._1g
---------------------------------------------------------------
C:a.l I the So i I and !dater- Conservation District Office after- you
receive waste analysis report to obtain the amount per acre to
apply ::I.nd the irrigation a.pp l l cat l n rate prior to applying
waste. 1
Prepared by. _0111'UL
Name TilIe Lute
Concurred in b;.:
Producer Date
(Copy to producer and copy to case file)
0

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush, shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch, in diameter sha I l be removed to a minimum depth of one (1 )
foot. Satisfactory disposition yi l l be made of all debris. The
foundation area sha l I be loosened thoroughly before placement of
embankment material.
Gut -off Trench:
---------------
A cut-off trench, (when spec i f i ed) sha I I be instal led as shown in
the p I ans. SQL' 7' fP/CXL CRDSS6Z.P-10N. CL/AIE72 RE-OUIRC
Construction:
-------------
Construction of excavated and earthfiII areas shalI be performed to
the neat I i nes and grades as planned. Deviations from this will
require prior approval of the SCS. Earthf i I I sha I I not be placed
in standing water- and reasonable compaction of the fills sha I I be
performed by the construction equipment or sheeps-foot roller" during
placement. The embankment of the lagoon sha I I be instal I ed using
the more impervious materials. Construction of fill heights sha I I
include ten (10) percent for settlement. To protect against seepapie,
when areas of _�sr,s,i_i table material are encountered. th_ev w i l l need t t
tie excavated a minimum r, irnurn of one (1) fc���t be I ow grade � d k�ack:f i P -
compacted with a sn' t- Le Material (i e-CL.SG.CH) . Refer- to the so i I s
investigation information in the plans for" special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
All exposed embankment and other" bare constructed areas shall be
seeded to the planned 'type of vegetation as soon as possible after
construction.
L

k
S5-70 Rev.. 5-70 4 U. S. DEPARTMENT OF AGRICULTU
Rej4} SOIL CONSE?VATION SERVI
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED NWD SITE
FARMER'S NA.i4E DISTRICT W° `�f= _
DATE a- c �-92 __ - __ COUNTY WA -,AC -`
S. C. S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES C 4SS WORK UNIT CONSERVATIONIS
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE :MIADE (Approx. scale 1" = fee.
Locate reference point in center fine of dam and identilp on sketch.
I 1 I 1 1 1 F II
'► I I ! 1 ! I
I_ `.'I" ! I III l I I I l
I I I I I I!
_.
SHOW
DEPTH Make
(Continued
and
Cst
on
dam -site and spillwag borings
back where necessary) Show
BORING
first - then
water table
I 1 I
NUMBER AND PROFITLE
ponded area and borrow pit borings - separate with vertical red tine
elevations an dam -site barings.
-
�•.S� ; f
SCALE
1
2
3`
4 I 5 1 6 7 8
9 10
I
11 12 13 14 15 ltr- 17 18 19 "_0 21 21?3
Io-1I >~ I !
- A I I
1 -2 M Sb j I j1 i
b
�' S
I` I L'� Sc
I
i '3 $� I 5L, c 3,1A
3 �6
s sM I
I
sll sc
I
4 5 sG II ii i I
st:
I
V
I
416-�
s� I I I
'
s� I
IIi
II
I��I I ! i
H
f -..i $M 1 -12SL/gV�_,
BORINGS -BLADE BY E�-!3 50) SIG-NATUP.E & TITLEC .

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
"GM - Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP -Poorly graded sands
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL - Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH - Elastic silts
OL -Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g - gravel
s - sand
vfs -very fine sand
sl- sandy loam
fsl - fine sandy loam
1- loam
gl -gravelly loam
si - silt
sil -silt loam
cl -clay loam
sicl -silty clay loam
scl - sandy clay loam
sic -silty clay
c -clay
1. Suitable material for embankment is available a Yes No (indicate inhere toratea on the sketch on
na+erse tide)
Aerr c.
2. Explain hazards requiring special attention in design (Seepage, spring..rock etc)
GENERAL REMARKS:
24
25
26
27
28
29
30
1.31
1 32 11
33
34
1 35
136
137
1 38
1391140
1141
42 1143
11
44 1145
46
47
48
49
150
51
1
i
1
i

OH-Ver-1.44
US Department of Agr- i cu I to
So i I Conservation Ser-v i
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer : GIH Checker
Date : 09/09/92 Date
J���t� Number _iEA-------------_.._.____
EXCAVATION
TEMPLATE DATA:
Beginning Elevation = 9.5
Beginning Station = +_21
+32 to 1+00 C:\3CL154/3 0.00000 ft/ft
1+00 to +00 C\3CL154/3 0.00000 ft/ft
+00 to 300+.5 C:\3CL154/:3 0,00000 ft/ft
SECTION NUMBER 1
Centerline Station +33
ORIGINAL- DATA:
0.0 / 41.9 100.0 / 46.0 200.0 / 48.8 300.0 / 49.5
SECTION NUMBER
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 42.7 100.0 / 46.T 200.0 / 50.7 300.0 / 5Z.0
SECTION NUMBER =
Centerline Station +00
ORIGINAL_ DATA:
0.0 / 44.5 100.0 t 49.7 ; �'[ 0.0 / 52.4 300.0 / 52.6
SECTION NUMBER 4
Centerline Station :I00+. F
ORIGINAL DATA:
0.0 / 50.9 100.0 / 52.6 200.0 / 53.3 300.0 / Fes, . -
J3

OH-Ver-1.44
US Department of Aar- i cu I t
Sa i I Conservation Sery
PLANNED
QUANTITY CALCULATIONS
prepared for -
in
WAYNE County, North Carolina
Designer : GIH
Date . 09/09/92
Job Number _;EA
Checker
------------- -
Date
•i:••�+#••k•i%##-)E•#i4•##�i•#ir#•ii•F#-iE`�•#-*-�•#•=r�•###•irk•##•#it•#•k••r`f••if•-#•#•#•is-•#•#•iT•�••�•-r�••it•-�•#iFir###•�i••#•-lF-#-�i•ii•#dE•%•#••�••x•###•ir•�%•T•
EXC:AVATION
#�- EXCAVATION ##
#T FILL ##
L-ot
Left
Right
Cuff-CL
1 CL
Dist 1
Area
Volume
1 Area Vo I u
Width
SS
SS
(ft)
1 Sta
(ft) 1
(SgFt)
(Cu.Yds)
; (SgFt) (Cu.Y
154
ti : 1
L : 1
79.0
i
1 0+ : _,
1
1409.8
; 0.0
154
3:1
3:1
79.0
i
1 1+00
67 1
1
1704.3
3863.8
i i
i
154
3 : 1
3 : 1
79.0
; 2+00
1
2145.9
1 0.0
101 1
19806.2
1
154
- : 1
3 : 1
79.0
1 _;c i0+ . 5
1
2589.2
; 0.0

OH-Ver-1,44
US Department of A8ricu|tL
Soil Conservation Servi
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
-�1--_1 1`4Ne ]ED" ^K_K_A. M C:7- F=
in
WAYNE County, North Carolina
'
Designer : GIH Checker ______________
Date : 09/09/92 Date
Job Number 3DA
'
DIKE FILL
TEMPLATE DATA:
/
Beginning Elevation = 52.5
Beginning Station = 0+00
0+00 to 1+65
1+65 to 2+65
2+65 to 3+65
3+65 to 4+65
4+65 to 4+90
4+90 to 5+55
5+55 to 6+55
6+55 to 7+35
7+35 to 7+60
7+60 to 8+60
8+60 to 9+60
9+60 to 10+60
10+60 to 11+40
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
D/3CL10\3
0.0 / 45.4 50.0 / 47.9 150.0 / 50.7
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 43.0 45.0 / 45.7 145.0 / 46.7
SECTION NUMBER 3
Centerline Station 1+65
ORIGINAL DATA:
-10.0 / 41.5 0.0 / 41.5 100.0 / 45.7'
0.00000 ft/ft
0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
` 0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
0.01250
ft/ft
0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
-.01250
ft/ft

DIKE FILL (continued) 09/09/92
SECTION NUMBER 4
Centerline Station 2+65
ORIGINAL DATA:
-10.0 / 42.7 0.0 / 42.7 100.0 / 46.T
SECTION NUMBER 5
Centerline Station 3+65
ORIGINAL DATA:
0.0 / 44.5 100.0 / 49.7 -
SECTION NUMBER 6
.Centerline Station 4+65 .
ORIGINAL DATA:
0.0 / 50.9 100.0 / 52.6
�
SECTION NUMBER T
Centerline Station 4+90
ORIGINAL DATA:
0.0 / 53.4 75.0 / 51.5
SECTION NUMBER 8
Centerline Station 5+55
ORIGINAL DATA:
0.0 / 54.0 75.0 / 52.6
SECTION NUMBER 9
Centerline Station 6+55
ORIGINAL DATA:
0.0 / 54.8 75.0 / 53.3
SECTION NUMBER 10
Centerline Station 7+35
ORIGINAL DATA:
0.0 / 54.2 75.0 / 53.3
SECTION NUMBER 11
Centerline Station 7+60
ORIGINAL DATA:
0.0 / 53.3 100.0 / 53.3 `
page 2

'
DIKE FILL (continued) 09/09/92
SECTION NUMBER 12
Centerline Station 8+60
ORIGINAL DATA:
0.0 / 52.6 100.0 / 52.4
SECTION NUMBER 13
Centerline Station 9+60
ORIGINAL DATQ
0.0 / 52.0 100.0 / 50.7
SECTION NUMBER 14
Centerline Station 10+60
ORIGINAL DATA:
0.0 / 48.3 100.0 / '47.9
SECTION NUMBER 15 /
Centerline Station 11+40
ORIGINAL DATA:
0.0 / 45.4
-5.0 / 48.3
50.0 / 47.9 150.0 / 50.7
page 3

OH-Ver-1.44
US Department of Agar i c u I ti
So i I Conservation Ser-v
PLANNED
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer
: GIH
Check:er-
----------------
Date
C)'= /�)':+ +'��
,+ _ -/92
Date
---•---._.----------
J o b
urnbar-
Number
3DAe
�c.�..�..*..�'YC")'C')t'T.
')t' 7�t' �
y
T 7YC -!L" i!"�. "*' �..15 7�")t''�)t"1�S"rC')t")C �' 7S':t"lC' T •�- TC
-)t"1�' ]C'f' 7tiF'�' 7�t"�")t' T Tc 7�t' 7�"}�:''R' TY•-It")(. y`t")("3{"'*..:K")t' �t' �t' ^.Y.^ !�")j"�1' 7�4'!S'�.^ i�..)f"`�"�"f' R;E' vF. �C'
DIKE
FILL_
+
1
*F EXCAVATION
1
FILL
Rya
T?p
Left
Right
Off -C:L
1
GL
Dist
1
Area
Volume
1
Area
Vo l ut
Width
SS
SS
(ft)
1
1
Sta
(Pt)
1
1
(SgFt)
(Cu.Yds)
1
(SgFt)
(Gu.Y,
10
3: 1
=: 1
45.0
1
0+00
1
0.0
1
i
1 15 ._
-
10
3 : 1
= : 1
40.0
1 +00
1
0.0
227.2
10
..: 1
3: 1
30.0
1
1+65
:
0.0
1
373.6
100
1
0.0
1
260!
10
_: 1
_: 1
30.0
1
2+65
1
0.0
1
300. 1
100
0.0
349,
10
tiff : 1
: 1
30.0
1
=:+65
1
0.0
1
181.o
1
100
10
v: 1
_: 1
30.0
1
4+65
:
0.0
1
13.1
1
25
1
0.0-__
10
_: 1
c: 1
45.0
1
4+90
1
0.0
1
4.1
10
3: 1
_: 1
45.0
1
5+55
1
0.0
1
0.0
10
_ : 1
= : 1
45.0
1
6+55
1
0. 0
:
t_) . r )
10
_ : 1
3: 1
45.0
1
7+35
1
t_).t_)
:
0.0
25
i
0.0
i
= 86.'
10
_ : 1
= : 1
15.0
1
7+60
:
0.0
t
2.1
10
.:: 1
.:: 1
15.0
1
=:+60
1
0.0
1
12.1
100
i
0.0
i
396;
10
3 : 1
_ : 1
15.0
1
9+60
i
0. t_)
1
._r_.. '_+
i
100
:
0.0
:
427,
10
3 : 1
= : 1
15.0
1
10+60
:
0.0
1
136.5
10
=: 1
_: 1
45.0
1
1 1 +4 t_)
:
0.0
1
115.2
Some
of the
data
checking
(rules)
have
been d i sat I
ed.
M

OH-Ver-1.44
US Department of Aar- i cu I ti
So i I Conservation Ser-v
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
-f- a=: V%J "Y' 10: tea. 9— II_ ^ IN4 4= I—H
in
WAYNE Count;,, North Carolina
Designer : GIH
Date : 09/09/92
Job Number- =,PA
Checker
Date
.�.Yf."C�.'#�TT^. �.-�:�}7:•�•���}��''.'.{ .'�. T'.vT F'�'-Yi'T'T?-'7�: v•r'S#r. ###• :`.-�•rc#-)„#=�##ic =r-•%#���'r :i###rr�#-#r'. x##: -rc�r##�i?-�•'
PAD FILL (GEST . =: BREED. . GEST . )
TEMPLATE DATA:
Beginning Elevation - 53.05
Beginning Station = +85
3+00 to 4+0{ 1
4+0u0 to 5+0 )
5+56 to p 5+6 f_)
5+60 to l +E J ( ?
SECTION NUMBER 1
Centerline Station +85
D/.$)1L94\5, 1L1r)/5, 1Lr_,5C\50.01500 ft/ft
D/.OIL94\5, 1LIO/5, 1L:_,5C:\50.01500 ft/ft
D/.OIL94\5, 1L10/5, ILr_5C\50.c_)15C)C) ft/ft
D/.O1L94\5,, 1LIO/5, 1L65C:\5C).01500 ft-/f•17
D/5L65C\5 0.01500 ft/ft
D/5L65C\5 0.01500 f t/f t
D/5L65C\5 0.00000 ft/ft
ORIGINAL DATA:
0.0 / 54.2 75.0 / 53.3 175.0 / 52.6 6 275.0 1 51.8 375.0 !
SECTION NUMBER
Centerline Station 3+00
ORIGINAL DATA:
0.0 54.1 75.0 53.3 175.0 52.6 275.0 / 52.0 375.0 /
425.0 / 46.4
SECTION NUMBER
Centel- I i ne Station 4+00
ORIGINAL DATA:
415.0 / 47.7
SECTION NUMBER 4
Center- l i ne Station 5+00

PAD FILL (GEST.& BREED. 8EST.) (continued) 09/09/92 page 2
ORIGINAL DATA:
0.0 / 54.0 75.0 / 53.9 175.0 / 54.1 275.0 / 53.0 375.0 / ^
400,0 / 47.8
SECTION NUMBER 5
Centerline Station 5+55
ORIGINAL DATA:
0.0 / 53.8' 75.0 / 53.7 175.0 / 53.8 275.0 / 52.3 375.0 /
400.0 / 4T.5
-
SECTION NUMBER 6
Centerline Station 5+56
.'
ORIGINAL DATA:
0.0 / 53.8 75.0 / 53.7 175.0 / 53.8 275.0 / 52.3 375.0 /
400.0 / 47.5
SECTION NUMBER 7
Centerline Station 5+60
ORIGINAL DATA:
0.0 / 53.8 75.0 / 53.7 175.0 / 53.8 275.0 / 52.3 375.0 /
400.0 / 47.5
SECTION NUMBER
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 53.7 75.0 / 53.5 175.0 / 53.6 275.0 / 51.7 375.0 /
400.0 / 47.5
2d
/

OH-Ver-1.44
PLANNED
QUANTITY CALCULATIONS
prepared for
US Department of A3ricu|tu
Soil Conservation Servi
-�KDK4`e
13 skK_K_INK4 C2 EEF-
io
WAYNE
County, North
Carolina
Designer
: 6IH
-
Checker
______________
Date
: 09/09/92
Date
---------------
Job
Number 3PA
PAD
FILL (8EST.&
BREED. 6EST.)
/ ** EXCAVATION
**
|
** FILL
**
Top
Left
Right
Off-CL
| /
CL
Dist
1 Area Volume
|
Area
Vo|un
Width
SS
SS
(ft)
|
|
Sta
(ft)
| (SqFt) (Cu.Yds)
|
|
(SqFt)
(Cu.Yc
65
.0:1
5:1
340.0
|
2+85
|
| 0.0
|
272.2
|
15
0.0
|
157
65
.0:1
5:1
340.0
|
3+00
| 0�.O
|
293.8
�
|
100
|
0.0
|
159*.-
65
.0:1
5:1
340.0
|
4+00
| 0.0
1
481.6
|
100
|
0.0
|
37E1.'
65
.0:1
5:1
340.0
|
5+00
| 0.0
1
703.9
|
55
|
0.0
|
55M
65
.0:1
5:1
340.0
|
5+55
j 0.0
|
991.9
|
1
|
0.0
|
55K
65
5:1
5:1
340.0
|
5+56
| 0.0
|
611.1
|
4
|
0.0
|
563e.
65
5:1
5:1
340.0
|
5+60
| 0.0
1
619.0
|
40
|
0.0
|
659'
65
5:1
5:1
340.0
|
6+00
] 0.0
1
673.9
/

OH-Ner-1.44
US Department of Agr- i cu l ti
So i I Conservation Sery
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
_l__ Cd INA '''ar' :11=:.doh. fl_ N- JAI t j C: E:
in
WA Y N E County, North Carolina
Designer : GIH
Checker __-----__-__--__
Date . 09/09/92_
Date
Job Number 3PF
7C -�/G' 3C �S' Y`yS.' T�"`�"#'.'.{ .�. ^.�.' ^�. 7 T f T'JL"'K' ?!' 7�"7C' TC'TC'1�' 7�' T4C 7�'."}1E'.iC'T �..15'�"`�"�YC'1�j"�. T' !.• �''1�' 7�'+' �.�"� ^.YC �' TK."1�E"�'
T'R' T T']`(• �"3?"�c' 7�' A TL' .Vv. T �C'1!' �'�: 7�'�.^ Y'.�T ^X- � "^']+`.' ?F
PAD
FILL- (FARROWING)
TEMPLATE DATA:
Beginning Elevation = 55.7
Beginning Station = 2+ 5
2t85 to 3+00
D/5C:L106\.01
0.00000
ft/ ft
_;+tail to 4+00
D/5C:L106\.01
0.00000
ft-/ft
E-t00 to 5+00
D/5C:1_106\.01
0.00000
ft/ft
5+0u0 to 5+=5
D/5C:L106\.01
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 2+85
ORIGINAL DATA:
0.0 / 54.2 75.0 / 53.3
175.0 / 52.6
275.0 / 51.8
SECTION NUMBER ,_
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 54.1 75.0 / 53. 175.0 / 52.6 275.0 / 52.0
SECTION NUMBER
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 54.0 75.0 / 53.7 175.0 / 53.3 275.0 / 52.5
SECTION NUMBER 4
Center- 1 i ne _Station 5+00
ORIGINAL_ DATA:
SECTION NUMBER 5
z

PAD FILL (FARROWING) (continued) 09/09/92
Centerline Station 5+35
ORIGINAL DATA:
0.0 / 53.9 75.0 / 53.8 175.0 / 53.9 275.0 / 52'5
page 2

OH-Ver-1.44
US Department of Agr- i cu 1 t
So i I Ccinser-vat i can Ser v
PLANNED
QlUANT I TY CAI..-CULAT I ONS
prepared for
T CH 1',4 'Y' IB ^ L_ d--._ ^ P4 C: Ems..
in
WAYNE= County, North Caro I i na
Designer
: GIH
Checker-
____-----__--
Date
. Ors/09/'?27-,
Date
PAD FILL (FARROWING)
1 # EXCAVATION ##
1
##
FILL -
Top
Left
Right
Off-CL
1 C:L Dist 1 Area VoIume
1
Area
VoIu
Width
SS
SS
(ft)
1 Stu (ft) 1 (SgFt) (Cu.Yds)
1
(SgFt)
(C:u.Y
10 r=,
5: 1
.0: 1
55. C)
1 +.=, 5 1 C) , C)
1
288.9
1 15 1
0.0
1
16
106 6
5,1
.0 „ 1
55. C)
1 -:"+(:)C) i 0'. ! a
i
2_ , 5
i 100 1
0. 0
i
1 1 •_
106
5:1
.0:1
55.0
1 4+00 1 C).c:)
1
2:-_-:5.1
i 100 1
o. 0
1
1 .P'2
106
5: 1
.C)p 1
55.0
1 5+00 1 0.i)
1
191.0
1 35 1
0. (_)
1
1 r
106
5:1
.0:1
55.0
1 5+35 1 0.0
1
206.2
ZZ/

Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
Agri -Waste Management
Biologi=i arui Ari=1taz 1 ingi7==g North C=i: x= state T17z*X.'=gr
LIVES--= MST%- SAX"E.IVC, WAZ—S2s AM CALI0LL.=ON
OF LAND A -MIZ a�n8 R A -"—
James C. Baxke--*
1. sA M V =ZLZ.C"
A. semi -Sold Lot 1-9-n
Scraped disacrly f�--om !at into spreader
a. Frain loaned spreader, collet= about 2 lbs at -ATM*-e -om
dif _e�*'zat locations using name ' ; c col]-.eer.or5
1-T .aa storage
a. Collect about 2 lbs of *++am--e �rom under z-he s=aa.ce c=us=
avoiding bedding mara^lals and using macme=i'l, c coilec=ars.
2. Liaaid Y.==t M=-7
_. Under -slo—ed-floor pit
a. Extend a 1/2' noamernI is caaduit open on both ends inro
=a==a to pit floor.
b . Seal upper end of conduit (e. g. , by placing a ;.Staab over end
of caadUit)-apping manure that bas entarad lower and, remove
and e=pty slurry into plan 4 c bucket or -+o= talIIc can—mainer. .
c. Take subsamples :L-om 5 or acre locations or a= leas:. 1 aua=-_.
d. !iix and add about 3/4 pint to nonmetallic s—le cca^aiaer.
ii. rxte=ior storage basin or tank
a. cake see MAX —re has been vell m+xed Pith a liquid m=*+*1-13
chopper-agitaror pump or propeller agi aro_.
b. :axe subsamales .'--am about 5 pit locations, mom agi==ar p=p
or as ma+* --a spreader and place in a plan-c bucket.
* Professor and ---anion Specialist, Biological and Ag:ica_";ra1 Engineer -_ng
Depa-went, No:—...h Carolina State Universiry, Raleigh, NC. �
Z-

.Attachment B
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
L. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
Li. From lagoon
a. Place a sm211 bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or- debris.
d. Submerge bottle within 1' of liquid surface.
e. Empty into a plastic bucker-, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkay Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamnles at locations proportionate to
item a. E.g.,.if 20% of liter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
C. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 Ibs litter to a nonmetallic sample container such as
a I -gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.
26

Attachment B
Page 3 of 3
II. SAM21r PRF—PgE{ATION AND TBANSYM
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or meat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
L. AAL Eastern Agricultural Lab,.Inc. iii. Polyfoam Packers Corp.
7621 Ghiteoine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co.
3315 Vinton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901 JanesvUle Avenue
For Atkinson, VI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Vaste/Solution Advisory Seczioa
Blue Ridge goad Center
P.O. Box Z7647
Raleigh, NC Z7611
Ph: [phone]
Attn: Dr. Bay Campbell
ii. Forward $4 along with the sample.
iii. Iaclude the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; —aurkey-breeders,
brooderhouse, grower, nt=ber flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, g, Ca, iig, Na,
S, Fe, Mn, Zn, Cu, B
v. Additional analyses performed upon request: DL, Lo, Cd, Ni, Pb

rAm
14
XV

WAYNE COUNTY, NORTH CAROLINA — SHEET NUMBER 3
FEET _ _ WI[,4SON COUNTY a{�'.. • ��5a
7,62 Ra T rC2 ,.w.t5o LY
Bb.' Nr92 :..� _�Ayq NoA JQ Ji RY62 Lu Dr'3roB �. at!•tr i7: +,.,
- ' '�` NoC .. J� ' •Ex --==Ly= _- LY a8, o � / °G �9 . •.. �„
NoC RuB Dr MY o lA co Ry" NoA
RyB2 d Qt, NoA
( a Ch rc gar • rB7 RuA ' cry e I RuB
Go N C Bbl. 2 Wa8. \ yB2: Bb
gaLs Bb':
CrC AYA LY
oC\. Wa8 li ri': Ba y Q• GAG oB // • .• Q i
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Ex j'III,r / NoA 111 r ,
NoR II r' Y— -....� ■ �(. RuA
Bb- ?51, CrC i 3 :1hr: k' ry
qyq AYB2: AYB2
.• \ AYA �. --r- '•....Yr ... � E
x II ! ' AYA d, } NoA
II Ke ...�
Dr II Ba
AyA II NITBa NoIc"'i m Bb Lu RYB2 /
Wa� Go Go A CrB2
Nos Ls �., Rub
x Wa8'? ti
�a I Ex Nf WaC ' •ri y++, 1�1 ,.. '1
Co Ke WaB . G Lu Lu
�I, \ ''.e k" •.� _ : y': ;; `x�:
We �: Ke
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B Wag a6 f'S..'; t =i'�• a
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Wa8 Ke �,o �` 1 / '�..:..��`.
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LY LY . ,RuA Ba Wa8 Na rB2 Lu JO Ct : t1
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j 51, N cA
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Ex Wa8 ?o :p� 'r:, _ '•r ?' ra'
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t

1E
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................ .
-II � I I
�_f f.. ��� j�'' I I I i � I I i j I I
, i l, III I I I I I' P� CRADe
Li 4:
D1X6'6L9v S-2. .5-1
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V.I.- Too
76
40 39, ILA L06p_
C)H4V' ��Vr 'BC 'At I 6kAbC
II
7,
I ! i I I ! l l I i

—T7A71 _N NS .E E n c;`u -
give
--------- Permission
vast fr"t_tm h i s An i mai waste ria-=3 crae l-1 sr= t=rn t_tn
e t1 s : urriJ'z'r" �p
— -----• -----f -- —f -----
L.i i d" L r s v .Y in t7. t ': 3 ; +' i l Is 'mot a s 1 2 (= "; tl
_ tr"t.tjar,f
piisteelr us ai:d rt t3 t3 s ._ U
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Dave

OPERATOR: "r6l N Y 8A LEA NGE SOW it 2
COUNTY: W A-4 N E
TYPE OPERATION:
6bW t:A RFzl/W -ro WEAN
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It•is strongly recommended that
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon -immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. -will assist in a limited capacity, as its -major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material -required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft.) : 628,342 Fri
Actual Design Volume (cu. ft.) : 64.5,60& Fri
S
3µ Excavation)cu.yd.):
Z3,f�t7
liner excavation )cu,
ClayY):
d. Yp3
Total excavation (cu.yd.)
�F L(NE R �cCAVA-RON R FI LL 12ltlREMEUTS DE�ENfJENf DN A-e�Q LINEV ; CAH'8e Fil11L V,
Pad and Dike Fill (cu.yd.): {5,027Y4�
Clay liner fill (cu.yd.)
Total fill (cu.yd.):
Cut/Fill Ratio: 1,04: f C-XLRS_-_ MATEPJAL 7078E 1I6iE9 IN F-PeNT
dF SUILVIN6-5.
Job Class: Date: 0+ KOVe'1S
Designed by : ; 60LD5eDV0 E-W06 Fawvrs, i IN .
Approved by:
*EXCAVATION AND FILL VOLUMES HAVE
NOT BEEN CBECKED OR VERIFIED BY
THE SOIL CONSERVATION SERVICE

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uperator:Tony Ballance County: Wayne
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 11/01/95
2000.0 feet
0
sows
(farrow to
finish)
x 1417
lbs.
= 0
lbs
0
sows
(farrow to
feeder)
x 522
lbs.
= 0
lbs
0
head
(finishing
only)
x 135
lbs.
= 0
lbs
1000
sows
(farrow to
wean)
x 433
lbs.
= 433000
lbs
0
head
(wean to feeder)
x 30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 433000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 433000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 433000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
`` WNF9 tz,-aup�rs
Volume = 0.0 cubic feet 6W-P6E W(tL Ua ReMov DAS NEEDED."
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 320.0
Inside top width (feet)---------------------- 240'.0
Top of dike elevation (feet)----------------- 57.5
Bottom of lagoon elevation (feet)------------ 45.0
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 3.0 314.0 234.0 11.5
AREA OF TOP
LENGTH * WIDTH =
314.0 234.0 73476 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
245.0 165.0 40425 (AREA OF BOTTOM)
AREA OF MIDSECTION_
LENGTH * 'WIDTH * 4
279'.5 199.5 223041 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
73476.0 223041.0 40425.0 1•
Total Designed Volume Available = 645806 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
320.0 240.0 76800.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 76800.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 433000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 790947 gals. or 105741.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volgme
of fresh water used for a flush system. Flush systems that recircula-
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon!
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 = 44800.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 44800.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105742
cubic
feet
5B.
0
cubic
feet
5C.
44800
cubic
feet
5D.
44800
cubic
feet
TOTAL 195342 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================---------------->
1.0
feet
Side slopes=================================>
3.0
: 1
Inside top length===========================>
320.0
feet
Inside top width============================>
240.0
feet
Top of dike elevation=======================>
57.5
feet
Bottom of lagoon elevation=============-====>
45.0
feet
Total required volume=======================>
628342
cu. ft.
*.
Actual design volume========================>
645806
cu. ft.
*�
Seasonal high watertable elevation (SHWT)===>
50.2
feet
Stop pumping elev.__________________________>
53.5
feet
Must be > or = to the SHWT elev.==========>
50.2
feet
Must be > or = to min. req. treatment el.=>
51.0
feet
Required minimum treatment volume===========>
433000
cu. ft.
Volume at stop pumping elevation============>
439850
cu. ft.
Start pumping elev._________________________>
55.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
601006
cu. ft.
Volume at start pumping elevation===========>
595174
cu. ft.
Required volume to be pumped================>
150542
cu. ft.
Actual volume planned to be pumped========__>
155324
cu. ft.
liner when required==>
Min. thickness oaf`
1.8
feet
fs�o�i�l
0l/V' J '
7 . DESIGNED BY: /�" APPROVED BY: �.
_'�
�EOPG 14. ", GFtF; INC .
DATE: ) f (� DATE: .ii- is•
qs
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*EXCAVATION AND FILL VOLUMES HAVE
NOT BEEN CHECKED OR VERIFTED BY
FHHE SOIL CONSERVATION SERVICE �

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 55.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 53.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 150542 cub_c feet or
1126051 gallons.
O

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.
6. 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.
7

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.e_xtent
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 1.8 ft.
------ -------------------------------------------------
NOTE : LINERS (1$EIAL_OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
I-N 5T�0 INDICATES OR WHEN UNSUITABL
NGE IL ERIAL IS
ENCOUNTERED DURICO S RUCTION. A TYPICAL C SEC ON 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-
excava e ow finis ra e o the s ecified depth as measured
er endicular to t e finish rade. e foundation s a_ e backfilled
as s ecified to ra' CS a roved material (fie - CL,SC,CH .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLNS FOR SPECIAL
CONSIDERATIONS.
a-

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. P.ermanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When the drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
q.

ss A�-/
SHW7 �,<
56
SCS-ENG-sat 106 .0 !L DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION- TO DETERMINE SUMASILITY OF PROPOSED a= !;rrp
FAILMER-S NAME '�A DISTRICT [A�)
DATE COUNTY
PHOTO Sin= No. WORK UNIT
WATEiSRED ARU VILkSUREMENM
CROPLAND -ACRES PASrURE e�
ACRES
WOODLkND-ACRES TOTAL ACRES PeND-M.ASS' woRx UNIT coNsmvATio
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Appr.= acele
Lowid &Wasm POW 'kv anter line of dam a-d &auilv on
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BORING NUMBER AND PROFILE
•
Ma*e and Ila dam-slic and svillway borings lftt - Men Paraded area and borrow Pit barfni7s - zcvcrutv with Lwrdcal red ILne-
(Cartfriued an back where necsszary) Show walcr lablor -icuations an dam-.suc barings.
IN IN
IN p
11
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m
MEE
Ml
/ L9

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
ISo
@ 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
-7S
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIAGGRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
ZO
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH.30
100.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250.0 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.
I

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
Landowner nt / C-A- County WAYNE
Community or Group No.
Conservation Plan No.
Lagoon
Estimated Depth of Water to Top of Length of Flood Pool 3 Z O Ft.
Date of Field Hazard Investigation la-3 - 9S
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• Est. Elev.:Est. Elevation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1 :Z000� W0011S
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach �(��� Suac�cnl ��c-fcr� �-� �' L&Z >o
1 f C Z 7 3 &
I�N:� ZOCO /U
�AGod•�
Hazard Classification of 1a a' b, c) (see NEM-P.art 520.21)
Dam Classification (I, II, III, IV'V)
By ALI
name(title')
_- --.
�---- - - ti tl er
Concurred By ,,!/, ? •'``, �. ,Y :�_ e''"�"-
name (title)
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.
Date z- qS
Date //- 1-5'-%5'
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IT, t4l L, E�l,
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i
OPERATOR • TGN l 6ALL-LA-NGr i-5,0",r•I ON
COUNTY: WA-f N E
TYPE OPERATION: icc�i��D ryc�arrc.v cnr� r'
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
You, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft.) : 47,ZL+4 Pr3,
Actual Design Volume ( cu. ft.) : 5-47, 17'i Pr3
Excavation (cu.yd.) : i2oz� `iP3
Clay liner excavation( cu.yd.):
Total excavation (cu.yd.)
r
Pad and Dike Fill (cu.yd.)• 013'tvd3
Clay liner fill (cu;.yd.)
Total fill (cu.yd.).
Cut/Fill Ratio: f,5t 9
Job Class: ' Date: 2q •T?'Ng&
Designed by: jrNc� �. Q I( �U.I�J
Approved.by: -=��
I
*EXCAVATION AND FILL VOLUMES HAVE
NOT BEEN`CHECKED OR VERIFIED BY
THE SOIL CONSERVATION SERVICE

U N T Y
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Operator:Ballance Iso County: Wayne
tance to nearest residence (other than owner):
I. AVERAGE LIVE WEIGHT (ALW)
Date:-01/29/96
2000.0 feet
0
sows
(farrow to
finish) x
1417
lbs. =
0
lbs
0
sows
(farrow to
feeder) x
522
lbs. =
0
lbs
0
head
(finishing
only) x
135
lbs. =
0
lbs
0
sows
(farrow to
wean) x
433
lbs. =
0
lbs
0
head
(wean to feeder) x
30
lbs.. =
0
lbs
Describe other :
YJVe GACeMENrcFNimAu; CO
270 LBS.
27000
Total Average Live Weight = 27000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 27000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 27000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
"0WNE2 RECzu0STS NO Si--D6-a STu%ZJA E.
Volume = 0.0 cubic feet S[-L['DLB wiLL. p�� p-EMa✓;�D qs NEEDEV."
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 130.0
Inside top width (feet)---------------------- 90.0
Top of aixe e-Levacion -------
Bottom of lagoon elevation (feet)------------ 41.7
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 125.0 85.0 9.0
AREA OF TOP
LENGTH * WIDTH =
125.0 85.0 10625 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
80.0 40.0 3200 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
102.5 62.5 25625 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
10625.0 25625.0 3200.0 1.'
Total Designed Volume Available = 59175 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
130.0 90.0 11700.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 11700.0 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 = 27000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 49320 gals. or 6593.E 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 recirculat
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 = 6825.0 cubic feet
4

F" Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 6825.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
6594
cubic
feet
5B.
0
cubic
feet
5C.
6825
cubic
feet
5D.
6825
cubic
feet
TOTAL 20244 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall== ---------------- >
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
2.5
: 1
Inside top length===========================>
130.0
feet
Inside top width============================>
90.0
feet
Top of dike elevation=======================>
51.7
feet
Bottom of lagoon elevation==================>
41.7
feet
Total required volume=======================>
47244
cu. ft.
Actual design volume========================>
59175
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.8
feet
Stop pumping elev.__________________________>
48-:0
feet 471-
*P�'
Must be > or = to the SHWT elev.====______>
44.8
feet
Must be > or = to min. req. treatment el.=>
47.7
feet
Required minimum treatment volume===========>
27000
cu. ft.
Volume at stop pumping elevation============>
34151
cu. ft.�,``�''��
Start pumping elev._________________________>
50.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
52350
cu. ft.
Volume at start pumping elevation===========>
51992
cu. ft.
Required volume to be pumped================>
13419
cu. ft.
Actual volume planned to be pumped==========>
1-7-841
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7. DESIGNED BY:
APPROVED BY: �i� V—t4
DATE DATE: _,).%Z31r6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*EXCAVATION AND FILL VOLUMES HAVE
NOT BEEN CHECKED OR VERIFIED BY
THE SOIT, CONSERVATION SERVICE `�

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 50.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation ?�w 447 This temporary
storage, less 25 yr- 24 hr storm, contains 13419 cubic feet or
100371 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.
6. 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 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE P•LATERIAL 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.
0

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 rotting 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 bentcnite 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. c,3 uae e�J- OAF f�n�G• �' 2� peep n(csv� C{n� o� p:�c�
VEGETATION:
-�-uk
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 tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
a

����
_
t. •• SGS-ENC>-53>< DEPkR"MENT or AaRtCULTURE
!<K S-3t3 ' • _ _ SCIL C.;,riSERVATICH SZRVI=
:...SOIL INV TION- TO DETERMINE SUITABILITY OF PROPOSED P@N6 SITE
. FA LMER'S NAME I / DLSTFiLCT r+Ji�7;'I w .
DATE._ /0.3 • 9 — CDUNTY_ w ,•v�
S. C. S. PHOTO Sl=r NO. WORK UNIT
7VAIFRsaw AREA R�lRF�ivrm {Wos
C80 PLA`4,M STU ACRES PARE ^ ACRES /,A t,
WOODLAND -ACRES TOTAL_,: -ACRES Pe" ems- WORK UNP: CONSERVATIOiIST
SXLTCH OF PROPOSED POND SHOWING WiD;FtE BORINGS WSRE BLADE V-p; =• realty V feet)
L.,a roo uv po.W -w c ww 9" of dam sad td.c*V ow k— - -
.6.3 d
sjqwr 6
MOEN
���1\�vO■0��0■�O■�vE0
MEMO
SEEM
■n.�m■oeEai.u��ASE11
ME
Ecomw
IN
E
ISM
lung
3c
SI30VJ BORING NUMBER RIND PROFILE:
DEPIF3 Male and UV darn -site and =ilfwalt borings Rrst • then paraded ar.a and bonvw pit borings • se7aratff urllh verrlcal ned line.
!Continued an back whenr neussarri Show Loam• table elevations on darn -tile borings,
�■1■■■■�
ply
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SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 0.6 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
4.8 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
6.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE -
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
600.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
1.2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
60.0 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 COM14ON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34 .
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR 5 LAGOONS
Landowner /oN4 3 A-ti,,'(�,' County taAYvE
Community or Group No. Conservation Plan No.
Lagoon
Estimated Depth of Water to Top of kjw__-3rFt. Length of Flood Pool /30 Ft.
Date of Field Hazard Investigation /o - 3 - Y S-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. :tst. elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. 10 -- Ft. Ft.
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach tloN .S�s: _ ;, L =`,� .!r! f o_57n iv
G���aarl
Hazard Classification of -9a* (( b, c) (see NEM-Part 520.21)
Dam Classification I� II, III, IV, V)
By f �, Date
name title `
Concurred By Date��-1
ame title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

13
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a. C:.7ea- a or • 2 Ins c-C-a-•--e ^�_ --=
ate_ be
a. a I/2'
c. �asce sz+bsales ca 5 0_ .a Iota.".r�s c� - _east
6_
uL_ and add abot:-- 3/4 p..,= Zn..awe- !a
L'�_ s-.zzzge baste or Lark
a_ ua'scz Sit �x-=--e ba^, bc-� ve7 �-.,`,:� a-_� i • � . �. _e
t...-^� o=
b . sake s�:_-=i r.s = W-
o� �Q _ spsea�ev a p2. acs :_-_ a pla;�..y;.::::ca�
Dc�a.^e��, Rio—.. �� S- �, • 3� 'o$_-a- ��' A� c'-�...�3i ._=
Ga.'"o
1 Z-7
t

ctacNeat 3
Page 2 cf' 3
c. ?�' : a<d add 3/6 p'-- a a ac-�eLa3.?_c sz---p;a
C. Lagcca L:.^--j d
i. Cal? ee= abau= 3/4 pin= of -'ecyc? ed laroca 1 =- j=7
�:ss ..,_.,•� i� a a.e �eta�?'_c sa..-^p?e ccn;.�.:ee.
;! . - _ca ? agoca
a.
71 nce a s--a_1
bc—._e
(1/2
? ess) cy end c= :3- cc;a.
b.
.-:-.r^.d be `1_
10-113'
a7a7
%C ba=k edges.
c. or deb, ;.
d. SL:Z :.e,-xe be � i s
e. -yZY a plast_.. b',!-Cka_, =spear a:-,cu= 4 c_es
lagcc�, add 3/4
a. vi m•aliy i=.ec- .6o= areas c, va'7',-+- v
a:e$s a=o=d taece-s a-G .7a-. .=_-zs, ct=.r eS ._:�� ^tee=J _
:moof
o ew s•.: �-:zce each area.
b. Take about 5 L-ar subs les a- ?ecac_ors-
itz= a. E.g., 2C!b -a_ o=
a=o�d -faede-s =d «are_a�s l l c-:
the- -- `aK" s•.:csa.�;.,la ..Ve_a anc �~.e
0 4 stabs=les ace
C. At each loca=i=, collect a 5" c.,_ o'
"'. a=aa cow:.to
ea.. f-co: and place in a
d, rafts- 5 subs Las have been added zo t.:e buc az, �:, and add
about 2-3 lbs to a n l' _ or�e:a _ c sa,--Z1= cc-,=z=: e= sic as
a 1-gallon i=ze:e_ bag and seal.
i.�.. 1 _oM s-ock:)-.; le
a. Take s bsa-moles -_cn abcu-- 5 Iaca-; OMS aZ leas~
b- M::.m, add 2-3 Ibs to ncnerai? ; c sa,Zle ccr-- -e_ ' a:... d sea_i
.
z<

• Artacl=en.c B
.. ?age 3 of 3
II. SA'W"-
?.. Place sa^ple to a� e.:paadable cote-=.a?-e= z at cam be sealed. Hrrsa
residues --am camcaimer wit'a Cie= ramem b=-- do mot use dds
soaps, or =eat i= a-:p ocher way.
B. Pack sa3pla i� ice, =e—.ge_ata, tc Iab et:c'cl y.
C. Ha d-dei:-rery is most reliable way oL saaola
D. Tar: mailed, P=otac= sa--pla conzai:.er w_ h pac.'s::g mata;4a1 s-� as
newspape_, boss a= pacxs;e r th ;r:3rv;_^.� pa -me;, =d ;.ape.
Ccmaercial saw!a con.aimers and mai __s a:e also
i . ALL azta ^':. �3� T 33, T .C. '-��. -7017-Ca :
7621 hitepime Rmad. 2320 S. :osm__ A:a..
VA 23237 Srheeli:-z, r. 50090
(a04)743-9401 -011.0
332.5 i1".tcn -load 901 iam= _e , e-__
Raleigh, NC 27504 ?o- a t ; _ 5 - '
?h: [phone] 3-2=-'=5
ia^ s a::a ava iab le , , u- s e a:=uses cs z _ -
G. The NCDA provides pis serT ca 'War Hon..: Ca alira. _as_ce-
i_ Adci ass: Nq=zli Ca=ollsa
�^=omomi.o Divisica
Plant/4Tasts/5biut'i.oa Acv-lso� Sact_..�
31= -liege load Ce=za_
2.0. 3o= Z7647
Raleigh, AC Z761?
Fh: [phone]
At.r: Dr. Bap Cabe"
Form.-c'. $4 along w; � he sample.
I=Iude the follow��.g icenr ,oa �-+'o at_o : «� sa,y.le.
a. L.vestock species (da'7, sri.re, c—'"ay, ecc.)
b. Livestock usage (wine-r�ursez"inisb;:mg;
braede_house, g_ower, nL-.dcer f oc-ks 0--own an •' lc-er; e-- . )
c. Aas-a type (dai-7-lot sc,aped ,�a�,,.�e, LgLid sly--7; s-a=me-p;t
slu_-7, lagoon liquid, sloe; broiler -house jj:tter, s-oc_kzile
iv. Sou ine ana? 7ses per=armed on all sales: Y, Ca, '.fig, Na,
S, -a, Hn, Zn, Cu, 3
4. Additional analyses per=ormed uaou raiquest: DH, Vo, Cd, Ni, .2b

Total Volumes
Grid cell size: 1.94 by 1.95
Original drawing scale: 100.00 ft/in
Project: Ballance Isolation
Drawing: Drawing 1
Number: GHF149
Location: Wayne County
Bid Date:
Engineer:
Owner: Tony&Ross Ballance
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 01/29/96 Time: 16:12:43
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion (%) Expanded Volumes
Cut 1287.71 0.00 1287.71
Fill 839.08 25.00 1048.85
Difference 448.63 Net Export 238.86
— 1 volumes are in cubic yards.

Site Balance Report -
Grid cell size: 1.94 by 1.95
Original drawing scale: 100.00 ft/in
----------------------
Project: Ballance Isolation
Drawing: Drawing 1
Number: GHF149
Location: Wayne County
Bid Date:
Engineer:
Owner: Tony&Ross Ballance
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 01/29/96 Time: 16:30:39
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta
0.000
Cut
1287.71
Fill
Cut -Fill
0.130
1235.42
1048.85
1283.28
238.86
0.108
1243.70
1243.58
-47.86
0.12
Raise "Proposed" by 0.108 feet.

Orientation: -45.0
54.01....... ..
52.
50.
48.
46.
44.
42.
40.
Lower Leri
ification: 7.0 Inclination: 20.&
.....
f i t ,�, 11 i ....... ..
]J. "}�
��t111 i:;;�ui1,,._ lffllJ)•r.... [! �_ ,
3D Mesh Surface
Proposed
Project: Ballance Isolation
Drawing: Drawing 1
Number: GHF149
Location: Wayne County
Bid Date:
Engineer:
Owner: Tony&Ross Ballance
Estimator:
Prepared by. GOLDSBORO HOG FARM using SITEWORK
Date: 01/29/96 Time: 16:32:45
a-,3DIesh
-.
l�
C
CQ
Q
Q-
•5 0
��
U,
C9
r�
Surface

`N)
49.50
50.00
51.00
50.50
Report: Plan View Cross-section Locations
Project: Ballance Isolation
Drawing: Drawing 1
Surface: Proposed
i Prepared by: GOLDSBORO HOG FARM using SITEWORK
L Date: 01/29/96 Time: 16:14:37
0 A 40 80 Scale: 40 Win

59.8
58.3
56.8
55.3
53.8
52.3
50.8
49.3
47.8
46.3
44.8
43.3
Cross -Section Mots
Digitized Points
Horiz. scale: 30 ft/in Vert. scale: 3 ft/in
Project: Ballance Isolation)
Drawing: Drawing 1
Number: GHF149
Location: Wayne County
Bid Date:
Engineer:
Owner: Tony&Ross Ballance
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 01/29/96 Time: 16:18:08
A - A'
227.7
270.0

55.3
53.8
52.3
50.8
49.3
47.8
46.3
44.8
43.3
41.0
40.3
38.8
a
Cross -Section Plots
Digitized Points
Horiz. scale: 30 ft/in Vert. scale: 3 ft/in
Project: Ballance Isolation
Drawing: Drawing 1
Number: GHF149
Location: Wayne County
Bid ❑ate:
Engineer:
Owner: Tony&Ross Ballance
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 01/29/96 Time: 16:22:09
n _ n.

Digitized Points
Horiz. scale: 30 ft/in Vert. scale: 3 ft/in
Project: Ballance Isolation �Q
Drawing: Drawing 1 , n
Number: GHF149 1
Location: Wayne County
Bid Date:
Engineer:
Owner: Tony&Ross Ballance `
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 01/29/96 Time: 16:26:04
C - C'
54.7
53.2
51.7
50.2
48.7
47.2
45.7
44.2
42.7
41.2
39.7
38.2

Department of Resources REV. 10/95
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL IPIFORIMATION
l
NAME I.0h R11 h cfi
is e ' RJ.
Fr,ic_ ,,u � f �; A,16, z 7 g.3 0
TELEPHONE el (cl - 2 y,Z - GzSS
LOCATION Ly%/g,
4j,j AlGSR l5d
SIZE OPERATION ddo _ 5_w
fftr d— :6 Ll4A.✓
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 2066 FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
IF yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FRO-.%d A "BLUE LINE" PERENNIAL
STREAM? YES V"" NO
If no, site must he relocated.
IS SITE WITHIN" 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO
If yes, landowner should consult with local zoning hoard about required permic�.
Permits must be obtained prior to design approval. /
ARE UTILITIES IN CONSTRUCTION AREA? YES NO
If yes, see Part 503 of the National En ineering Manual and Follow policy.
(Copies of maps or other reference materials may he attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO
If yes, producer must complete a Form AD-I026.
WILL ACTION RESULT IN SWAA4PBUSTING'? YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRON,�tENTAL titANAGEINIEVTTO DETERyIINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONNIENTAL NIANAGEh1ENT.
(A copy of AD-1026 and CPA-026 should be attached to Site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
....... I...... PREDOMINANT WIND DIRECTION? YES 'N0
............. POSSIBLE EXPANSION OF TREATMENT VOLUNIE FRO;NI 1 CU.FT. UPWARDS
.............. TO 3 CU. FT./LB. OF ANIMAL? YES ,--INO
.............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST2 OF THE
.............. CAPACITY? YES ✓ NO
............. USING GOOD SOUND JUDGN•IENT IN LAND -\PPLICATION OFF
............. WASTE? YES ✓ NO
x

OTHER ENVIRONA-fENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT. /
YES NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL /
SCENIC AREA? YES NO ✓
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO ✓
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES ,/ NO
WILL THE ACTION RESULT IN SODBUSTING?
YES NO ✓
Ifyes to any of these questions, refer to Form NC-CPA-16 for policy sources. The form does not
need to he completed.
WASTE MANAGE,1fENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES 1/NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES ,'NO
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES ✓ NO
1S A CLAY LINER REQUIRED? YES L,--'NO
IF YES, IS CLAY AVAILABLE ONSITE? YES --'NO
QUEST
ION'.BLE
IS A CORE TRENCH REQUIRED? YES
(Attach soil investioation sheet to site evaluation.) /
IS SUBSURFACE DRAIN TILE PRESENT) YES NO ✓
(If yes, the must he removed or plugged) QUESTIONABLE
SITE APPROVED YES ---'NO CONDITIONAL
COMMENTS
JJ /
rrz
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION i�f,�Y REQUIRE THAT SITE EVALUATION BE
INVALIDATED. /� A
SIGNATURE DATE .3/ l�
Page 2 of 2

Illu
Tract 2580 0 Ct land LU Bunndary indarq
US DA Sarin 9704
r
Map for FSA use only

• i 'ice � _ -- - t� ��. 3 _ ��
oa. ,� i =t� � t •� Oaf • - -

4Q-

d
�J-
Ira
if
il{ of ,_ _„•`:� -r~
'L ' �. .` . ,.ram r• �1`'�"� Dice.... ; "- '.:y OL
•,\ ,1'_ :. 1� - - 3C: •� •�� •� ~=iw 2''i�.--'}ate i l
.%. _ .. :
Y'tf
��-�'-'��`' -_rj! `:y��y,;: _ LDS � •: Y - .� _.__..._. --- �- -'--
=�°y
• , :;��' } 3 fir• _:--y.•
do

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
■ stop all additional flow to the lagoon (waterers)
■ call a pumping contractor
■ make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
■ immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
OO stop recycle (flushing system) pump
OO stop irrigation pump
Oa close valves to eliminate further discharge
rJ separate pipes to create an air gap and stop flow
Page 1

• flush system, houses, solids separators:
O stop recycle (flushing system) pump
© stop irrigation pump
O make sure no siphon effect has been created
(I 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
■ if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
* other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
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?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
s� �'Av
a) During normal business hours, call your DWQ regional office: Y1946-6481; after
hours, emergency number: 800-858-0368 or 919-733-3942. Your phone call should
include: your name, facility, telephone number, the details of the incident, the exact
location of the facility, and the location or direction of movement of the spill, weather
and wind conditions, what corrective measures have been taken, and the seriousness of
the situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
919-731-1413 .
Page 2

d) Instruct EMS to contact the local Health Department: 919-731-1174.
e) (For technical assistance)
Contact CES: 919-731-1520
Local NRCS office: 919-731-1532,
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
b) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)
wayne
Page 3

L
Irrigation System Operation
Traveler
Start-up:
1. Tow machine to field.
2. Connect supply hose to field hydrant and traveler.
3. Open hydrant.
4. Start pump and run at idle until water is coming out of gun.
5. Slowly increase throttle to the desired pressure.
6. Start traveler engine, engage reel, and set at the desired speed.
Shut -down:
1. Slowly decrease throttle on pump and shut off.
2. Shut off engine on reel.
3. Shut hydrant off.
4. Disconnect supply hose.
Winterization:
1. Remove suction assembly.
2. Remove discharge hose and supply hose.
3. Remove drain plug on the bottom of pump.
4. Remove cap on bottom of gun cart.
5. Blow reel out with air compressor.
6. Check antifreeze in engine.

Brock Equipment Co.
PO Box 100
Bailey, N.C. 27807
Phone [phone]
Fax [phone]
This irrigation system was proudly designed by John Boykin of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and
equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
50 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
G-
John Boykin

TRAA VELINC IRRIGA TI®N SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLIGATION RATE
I =((96.3*q)/(3.14*(.09*r)A2))*360/w
where,
I = approximate actual application rate (iph)
q = discharge (gpm)
r = wetted radius (ft)
w = portion of circle receiving water (degrees)
Application Rate = 0.34 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total Application Amount = 0.50 inches
VELOCITY IN A PIPELINE
v::; [0.408*q]/dA2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Velocity of Water_ = 2.23 feet per second
IF q = 197.00 gpm
r = 155.00 ft
and w = 330.00 degrees
then I = 0.34 iph
IF q = 197.00 gpm
I = 230.00 ft
and s = 2.75 fpm
then d = 0.50 in
lF q = 197.00 gpm
and d = 6.00 in
then v = 2.23 fps

Brake Horseower = 17 horsepower
' Friction Losses calculated on previous page

FRICTION LOSS
IN SUPPL Y LINE AND/OR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL =[(0.2083*(100/c)"1.852)*[(Q^1.852)/(D"4.8656)]*(L/100)]*.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 197 gpm
Q = flowrate (gpm) D = 6 in
D = inside diameter of pipe or hose (in) and L = 1725 ft
L = length of supply line or hose (ft)
Friction Loss in Supply Line =
FRICTION LOSS IN TRAVELLER HOSE
then FL = 2.13 psi
2.13 ossi
(if solid set ... enter 0 for gpm)
FL =[(0.2083*(100/c)"1.852)*[(Q^1.852)/(D^4.8656)]'*(L/100)]*.433
where,
FL = friction loss in traveler hose (psi) lF c = 150
c = roughness coefficient Q = 197 gpm
Q = flowrate (gpm) D 3.25 in
D = inside diameter of pipe or hose (in) and L = 840 ft
L = length of supply line or hose (ft)
then FL = 20.51 psi
Friction Loss in Traveller Hose = 20.51 psi

TOTAL DYNAMIC HEAD
psi
feet
Elevation dif. from water to CL of pump-
1.732
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
70
161.7
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose" -
20.51
47.39
FL in supply line** -
2.13
4.93
TDH-1 104.871 242.26
BRAKE HORSEPOWER
BHP = [Q*TDH]/[3960*Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total heed the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 197 gpm
TDH = 242.26 ft
and Ep = 0.7
then BHP = 17 hp
32CEIVE IMODEUDWR
MAR 2 8 2019

Traveling Irrigation Gun Settings
Travel speed = 2.75
Application rate = .34
Lane spacing = 230
Wetted diameter = 310
Gun make and size = Nelson 150
Ring size = 1.08
Operating pressure at gun = 70
Operating pressure at reel = 93
Operating pressure at pump = 101
Arc pattern = 330
Flow rate of sprinkler =197
Pump power requirement (bhp) =17
Total acres covered (effective) = 42.78
Traveler make and model = Cadman 3250
Hose length = 840
Hose diameter (11)) = 3.25
Speed compensation = mechanical
Hydrant number Effective width Effective Length Gun cart stop_ Gres
1
239
573
480
3.14
2
239
698
605
3.83
3
230
468
375
2.47
4
230
823
730
4.34
5
230
188
95
0.99
6
230
798
705
4.21
7
230
801
615
4.23
8
230
666
480
3.52
9
230
326
140
1.72
10
230
866
680
4.57
11
230
616
430
3.25
12
230
476
290
2.51
13
239
291
105
1.60
14
248
211
25
1.20
15
248
211
25
1.20

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste 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.
Application Date: _ IPs :�uLq q
I. 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.
1. One completed and signed original and one copy of the application for General Permit - Animal
A licants Initials
Waste Operations;A�2_
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
-46Z-
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
77) ; a
f—
II. GENERAL INFORMATION:
1. Farm's name: Ballance Brothers Partner,
2. Print Land Owner's name: Anthon Ballance
3. Land Owner's Mailing address: 1362 Black Creek Rd
City: Fremont NC Zip: 27830
Telephone Number: 919-242-6454
4. County where farm is located: Wa ne
5. Farm 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): SR 1506 3 miles north of Hwy. 222
east side of road.
6. Print Farm Manager's name (if different from Land Owner): Tony Ballance
_
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): Ballance FarmsGoldsboro Hog Farms
96 - 134
FORM: AWO-G-E 2/26/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: 96-134
2. Operation Description: _Swine operation
Farrow to Wean
2000 - Certified Design Capacity
Is the above information correct? 0 yes; [�gno. If no, correct below using the design capacity of the facility
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) 1006' 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: 1 ,�o t;A• i VN 4+f5 No. of Animals: too
3. Acreage cleared and available for application: -}f AA- ; Required Acreage (as listed in the CAWMP): -3946- 3d.
4. Number of Lagoons: 3 ; Total Capacity: 1, 33.2z&115 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one)
I V . APPLICANT'S CERTIFICATION:
I, "I t-UMY A - � (Land Owner's name listed in question II.2), attest that
this application for �ffii.tAi`pCc 6f<r�1+tt ><S } AileP£G71 ft
P _ (Farm name listed in question II.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 as incomplete.
Signature Date \ ,
V . MANAGER'S C"RTIFICATION: (complete only if different from the Land Owner)
I> (Manaser's name listed in question II.6), attest that this
application for (Farm name listed in question II.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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

Facility No 96-134
WAS-_3 x;_-Mamm ` 2=A_-r C=T= ==_x_=C:I ?cR ir—Mx OR � ` �?.�: 33_.^L.CTS
t=a ec:..,latad for to t'ja Dizisica of 3=-rl =—Q=tal = at
Z.hQ aC:-asz o : tin rave.=aa sid& of t!14.g for_..
dame of fa_zm �j(Please��77 Fit) : A 6 rdA J'r5 At%
Add--es5 /`{/i L. AAGn _' Ir�' .J.
F7`F �Fta n i' �Al G, 2 ? A Phone No.: 11 /,1 y -n-V
County: WAX:,,/ C
FA_= location: Latitude and Longitude:J,�o�,$''�"/���j'?S" (rege:i=°=) . Also,
please attach a copy of a cot.^.ty road map with location identified.
'^rpe of operation wl layer, dairy, etc.)
Cesign capacity (nummzer of animals) : O
Average side of cperaticri (12 mcn.cl pepulaclor. avg.) : Lill 4
re_age acreage needed for la:.d appllcaticn o? waste (acres) : 15AG
=�333333333=333333=i3333333333.......... 33333-3333J3333333J733333333»333333
_ac_-4 dal Specialist Ca. _i'�icatic
As a technical specialist designated by the North Caroli,a Soil and Water
Conservation Coiraissicn pursuant to ISA NCAC 6: .0005, _ certify that t e• new cr
waste ma.^.age-ment system as installed 'cr the fa-^ named a_'^.,ove
r.as an a^.i.-aal waste management plan that meets the design., cC structlen,
cperation and maintenance standards and spec:fitat'_ens of the Div=slot. of
Envi_o=encal Management a:.c' the USDA-Soi1 Ccrse= ratien Se= rice anal/c= the Nc
Ca_`ollna Soil and Water Corse= ration Cc=-; ssicn pursuant to 15A NCAC 21?. 0217 and
I:zA NCAC 6: .0001-.0005 The fallowing elements and t e'-_ corresponding mi .i.-:t:a
c=_ter=a-ha—been veri:_ed by me or other des'_gnated tec ._cal specialists and
a;e included in the plan as amalicaale: mi...w..t'Z separations (burfee-5) liners c.',
ect:,va_enc for lagoons 'cr waste stcrag=_ ponds; waste storage capac__.f; adec�ate
q•_an.tIcy and amount of la:.d for waste uti _zat_on (or use of t: i=d tea='_/) ; ac=_ss
or ow�.ers ip of proper waste art plicaticn e7zipment; sche=ule t_ _.^.g c=
applic=_tlor_s; anplicat=err rates; leading rates,. and the control of th.e disc arge
a pollutants from storaxater rL,,ncff events less severe t^.an the 2_5-Vea;, 24-hou=
Storms.
ya_-a a:! Tsc!.. zi cal Speci ml iAt. (Please Print) r. G ��h- 5 r,-2%
Af f'i liation:t.;4 '5 Q A— A-f P.GS- -e.tiA:.'Ar I2.., q
Address (Age_^.c-_r) r„�otC r�1, eGI¢s�A1ce 3,trt phone No.9/`r '7_3/-
Signature: �", = .4___ Date:
3��-.�33 �17J_J�J3_3333333333333 i=i73a3�[Z733333_�3333333=333-333_33333333=
C•,+r::er/Ma�age.:: Ac�eaa:eat
I (we) understand the operation and maintenance procedures establis1hed in the
approves animal waste management plan for the farm named above and will i.Tpleme_.t
these procedures . I (we) know that any additional expansion to tine existing
design capacity of the waste treatment and storage system*. or cons ion of new
facilities w 11 regl:ire a new certification to be submitted to the Division of
E.nvirommental Management before the new an:.ma.is are stacked. i (we) also
understand that there must he no disc^arge of animal waste from this system*. to
surface raters of the state either th=cugh a main -made conveyance or th--ouga
:.-,jnoff from a storms event less severe than the 2S-year, 24-hour stor.t. The
anmroved plan will be filed at the fa_*=a and at the office of the local Soil and
Water Conservation District.
Na =a o� Ladd Cerra= (Please Print) ,'''t�ADtig A, '_tice
X_4'Signature:��v✓A Date:_
Nana o:! ifs sager, if different from owner (Please print
Signature:
Date:
*7gta: A charge in land ownership requires notification or a new certification
(if the approved plan is cnanged) to he submitted to the Division of
En.viror rental Management within 60 days oL a title transfer.
DEu USE ONLY:ACNE #

Brock Equipment Co.
PO Box 100
Bailey, N.C. 27807
Phone [phone]
Fax [phone]
This irrigation system was proudly designed by John Boykin of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and
equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
50 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
John Boykin

Traveling Irrigation Gun Settings
Travel speed = 2.75
Application rate = .34
Lane spacing = 230
Wetted diameter = 310
Gun make and size = Nelson 150
Ring size = 1.08
Operating pressure at gun = 70
Operating pressure at reel = 93
Operating pressure at pump = 101
Arc pattern = 330
Flow rate of sprinkler =197
Pump power requirement (bhp) = 17
Total acres covered (effective) = 42.78
Traveler make and model = Cadman 3250
Hose length = 840
Hose diameter (ID) = 3.25
Speed compensation = mechanical
1
239
573
480
3.14
2
239
698
605
3.83
3
230
468
375
2.47
4
230
823
730
4.34
5
230
188
95
0.99
6
230
798
705
4.21
7
230
801
615
4.23
8
230
666
480
3.52
9
230
326
140
1.72
10
230
866
680
4.57
11
230
616
430
3.25
12
230
476
290
2.51
13
239
291
105
1.60
14
248
211
25
1.20
15
248
211
25
1.20

TRA VELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I =((96.3*q)/(3.14*(.09*r)^2))*360/w
where,
I = approximate actual application rate (iph)
q = discharge (gpm)
r = wetted radius (ft)
w = portion of circle receiving water (degrees)
Applicatinn Rate = 0.34 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605*q)/(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total Application Amount = 0.60 inches
VELOCITY IN A PIPELINE
v = [0.408*q]/d^2
where,
v = velocity of water (fps)
q = flowrate.(gpm)
d = inside diameter of pipe (in)
Velocity of Water = 2.23 feet per second
IF q = 197.00 gpm
r = 155.00 ft
and w = 330.00 degrees
then I = 0.34 iph
IF q = 197.00 gpm
I = 230.00 ft
and s = 2.75 fpm
then d = 0.50 in
IF q = 197.00 gpm
and d = 6.00 in
then v = 2.23 fps

Brake Horse ower = 17 horse ower
— Friction Losses calculated on previous page

FRICTION L OSS
IN SUPPL Y LINE AND/OR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL =[(0.2083*(100/C)"1.852)*[(Q"1.852)/(DA4.8656)]*(U100)]*.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 197 gpm
Q = flowrate (gpm) D = 6 in
D = inside diameter of pipe or hose (in) and L = 1725 ft
L = length of supply line or hose (ft)
then FL = 2.13 psi
Friction Loss in Supply Line = 2.13 si
FRICTION LOSS IN TRAVELLER HOSE (if solid set ... enter 0 for gpm)
FL =[(0.2083*(100/C)"1.852)*[(Q^1.852)/(DA4.8656)]*(L/100)]*.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 197 gpm
Q = flowrate (gpm) D = 3.25 in
D = inside diameter of pipe or hose (in) and L = 840 ft
L = length of supply line or hose (ft)
then FL = 20.51 psi
Friction Loss in Traveller Hose = 20.51 osi

TOTAL DYNAMIC HEAD
psi
feet
Elevation dif. from water to CL of pump-
1.732
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
70
161.7
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose** -
20.51
47.39
FL in supply line** -
2.13
4.93
TDH- j 104.871 242.26
BRAKE HORSEPOWER
BHP = [Q*TDH]/[3960*Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 197 gpm
TDH = 242.26 ft
and Ep = 0.7
then BHP = 17 hp

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site Specific Practices
Cause
ODU1 co
Farmstead • Swine production JIB Vegetative or wooded buffers;
II Recommended best management practices;
® Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
A
Dry floors
Floor surfaces
• Wet manure -covered floors
®
Slotted floors;
kg
Waterers located over slotted floors; �..
Q
Feeders at high end of solid floors;
13
Scrape manure buildup from floors;
0
Underfloor ventilation for drying
O
Frequent manure removal by flush, pit recharge.
Manure collection pits
• Urine;
.. Partial microbial decomposition
or scrape;
Cf
Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
Fan maintenance;
Dust
X1
Efficient air movement -
JR
Waslidown between groups of animals;
Indoor surfaces
• Dust
®
Feed additives;
D
Feeder covers;
®
Feed delivery downspout extenders to feeder
Flusli tanks
• Agitation of recycled lagoon
liquid while tanks are filling
O
O
a0*W
Flush tank covers;
Extend Fill lines to near bottom of tanks with
anti -siphon vents
aAgitation during wastewater
17
Underfloor flush.whii underfloor ventilation
Flush alleys
conveyance
-or bottom of pits
points
• Agitation of recyciea iagut
liquid while pits are filling
Lift stations Agitation during sump tank l7
filling and drawdown
O
Qutside drain collection • Agitation during wastewater
or junction- boxes conveyance
J0 Extend recharge Imes to n
with anti -siphon vents
Sump tank covers
Box covers

BMPs to minimize Odor Site Specific Practices
. Source
End of drainpipes at
Cause
Agitation Burin wastewater
Agita g
a
Extend discharge point of pipes underneath
lagoon
once
y -
lagoon liquid level —
- -- __
Lagoon surfaces
•
Volatile gas emissions;
ST
Proper lagoon liquid capacity;
•
Biological mixing;
f8f
Correct lagoon startup procedures;
Agitation
.®
Minimum surface area -to -volume ratio;
l3
Minimum agitation when.pumping;
❑
Mechanical aeration;
❑
Proven biological additives
Irrigation sprinkler
•
Hi pressure agitation;
or
irrigate on dry days with little or no wind;
nozzles
.
Wind drift
fEd
Minimum recommended operating pressure;
®
Pump intake near lagoon liquid surface;
❑
Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
CI
Bottom or midlevel loading;
surface
.
Mixing while filling;
❑
Tank covers;
Agitation when emptying
0
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
•
_
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
Mixing while filling;
❑
level;
Remove settled solids regularly _.
•
Agitation when emptying
Manure, slurry or sludge
•
Agitation when spreading;
❑
Soil injection ofslurryAludges;
manure from spreader after use;
spreader outlets
.
Volatile gas emissions
❑
Wash residual
0
Proven biological additives or oxidants
Uncovered manure,
a
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
fK
O
Proper disposition of carcasses
Complete covering of carcasses in burial pits;
Dead animal disposal
•
Carcass decomposition
❑
Proper location/construction of disposal pits
pits
Incinerators
•
dncomplete combustion
0
Secondary stack burners

Source Cause BMPs to Minimize Odor
Site Specific Practices
Standing water around r Improper drainage; in Grade and landscape such that water drains
facilities Y Microbial decomposition of away from facilities
organic matter
_
Manure tracked onto f Poorly maintained access roads 19 Farm access road maintenance
public roads from farm
access
Additional information :
Available From:
_
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU- BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; 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 - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension

Source
Flush Gutters
Lagoons
Excessive V
Growth
Feeders
Insect Control Checklist for Animal Operations
Cause
Accumulation of soli
Pits . Crusted Solids
:iretative • Decaying vegetation
Feed Storage
BMPs to Control Insects _T
Liquid Systems
D Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
D Remove bridging of accumulated solids at
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 -
8 inches over more than 30% of surface.
CW Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feed Spillage D Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
kT Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
Accumu
feed residues
D 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).
D Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
eu. C—oarin Pr3lrtireS

Source Cause —BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
0 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 0 Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded -for land
application or disposal.
C1 Provide for adequate drainage around manure
stockpiles.
CI 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 S stems
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
dischar e
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 O 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 S sterns
Feeders Feed spillage ® 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)
AMTC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage
Animal holding areas
Dry manure handling
systems
• Accumulations of feed
0 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)
0 Inspect for and remove or break up accumulated
• Accumulations of animal
solids in filter strills around feed stora e as needed
0 Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
0 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)
• Accumulations of animal
0 Remove spillage on a routine basis (e.g.,
wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
— _ handling areas as needed
Site Silecific Practices
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

Y
EMERGENCY ACTION PLAN
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
w
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, 2016

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 (MRCS, 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

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 2'r .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: &O L i- eeL FaCM—Facility No: CL(Q_-� '-}
Previous Owner(s) Name: ,�-� 1,� �C�IVI C-C Phone No: � 1 q -7355 4fLf-7
New Owner(s) Name: we 61 62tcl I�rXY M 55 Phone No: 01 19 .z ZG7. 'tI I
�Zn� i53dMailing Address: i
Farm Location: Latitude and Longitude: 315• 15_7 -3(p l .12 County Wa Vrle-,,
Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions,
milepost, etc.):
Operation Description:
Type of Swine No. of Animals
• Wean to Feeder
❑ Feeder to Finish
Farrow to Wean z ( Q
O Farrow to Feeder
❑ Farrow to Finish
XGilts
❑ Boars
Type of Poultry No. of Animals
❑ Layer
❑ Pullets
Other 7)lpe of Livestock:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Number of Animals
Acreage Available for Application: 50 Required Acreage: + 7
Number of Lagoons / Storage Ponds 3 ---Total Capacity:
ICubic Feet (0)
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 stone 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 Previo Land Owner: tj noeq nxai,�A-Ymc
Signature: Date 1 D in I Q
Name of New Lan Owner: We & Ea rn i k RA Kms 4�cad WR�4-
Signature• ,r,�+� Dater[ Clio 111
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

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Black Creek Farms
West Family Farms
1351 NC Hwy 222 East
Fremont, NC 27830
919-222-4114
10-10-2019
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11155
Kinston, NC 28504
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
•
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
i I (�
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: r cn —I iC) 19.
Technical 1 g ure0
Date
692873 Database Version 4.1 Date Printed: 10-10-2019 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 6,726,300 gals/year by a
2,100 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
8083
Incorporated
9699
Injected
9699
Irrigated
8083
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,083
11477
-3,394
8,990,211
-2,263,911
-_ ___.... - sour - -- -- _. - --_- _. _. - ---------- --_- _ _._. _ -_-_-----------
Note: In source ID, S means standard source, U means user defined-- source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
692873 Database Version 4.1 Date Printed: 10-10-2019 Source Page 1 of I

Narrative
This farm uses a combination of haying and grazing for pulls 3-15. PAN rates for each field are
calculated as described in the 1217 guidance.
692873 Database Version 4.1 Date Printed: 10-10-2019 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4170
P1
3.14
3.14
N/A
Liddell
Fescue Pasture
4.0 Tons
4170
P10
4.571
4.57
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4170
PH
3.25
3.25
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4170
P12
2.511
2.51
N/A
lAycock
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4170
P13
1.60
1.60
N/A
Aycock
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4170
P14
1.201
1.20
N/A
lAycock
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4170
P15
1.20
1.20
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4170
P2
3.831
3.83
N/A
Liddell
Fescue Pasture
4.0 Tons
4170
P3
2.47
2.47
N/A
Liddell
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.0 Tons
4170
P4
4.34
4.34
N/A
Liddell
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Flay
4.0 Tons
4170
P5
0.99
0.99
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4170
P6
4.21
4.21
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4170
P7
4.23
4.23
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4170
P8
3.52
3.52
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4170
P9
1.72
1.72
N/A
Norfolk
ISmall Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 42.78 42.78
692873 Database Version 4.1 Date Printed 10/10/2019
PCs Page I of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
692873 Database Version 4.1 Date Printed 10/10/2019
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year i
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4170
P1
S9
Liddell
3.14
3.14
Fescue Pasture
4.0 Tons
8/1-7/31
*166
0
0
Irrig.
166
138.14
0.00
433.76
0.00
4170
PIO
S9
Wagram
4.57
4.57
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
190.15
0.00
4170
PIO
S9
Wagram
4.57
4.57
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*218
0
0
Irrig.
218
181.41
0.00
829.06
0.00
4170
PH
S9
Wagram
3.25
3.25
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
135.23
0.00
4170
PH
S9
Wagram
3.25
3.25
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*218
0
0
Irrig.
218
181.41
0.00
589.59
0.00
4170
P12
S9
Aycock
2.51
2.51
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
104.441
0.00
4170
P12
S9
Aycock
2.51
2.51
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*234
0
0
Irrig.
234
194.73
0.00
488.77
0.00
4170
P13
S9
Aycock
1.60
1.60
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
66.57
0.00
4170
P13
S9
Aycock
1.60
1.60
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*234
0
0
Irrig.
234
194.73
0.00
311.56
0.00
4170
P14
S9
Aycock
1.20
1.20
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
49.93
0.00
4170
P14
S9
Aycock
1.20
1.20
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*234
0
0
Irrig.
234
194.73
0.00
233.67
0.00
4170
P15
S9
Wagram
1.20
1.20
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
62.41
0.00
74.90
0.00
4170
P15
S9
Wagram
1.20
1.20
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*218
0
0
Irrig.
218
181.41
0.00
217.70
0.00
4170
P2
S9
Liddell
3.83
3.83
Fescue Pasture
4.0 Tons
8/1-7/31
*166
0
0
Irrig.
166
138.14
0.00
529.08
0.00
4170
P3
S9
Liddell
2.47
2.47
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
62.41
0.00
154.16
0.00
4170
P3
S9
Liddell
2.47
2.47
Hybrid Bermudagrass Hay
4.0 Tons
3/1-9/30
*136
0
0
Irrig.
136
113.18
0.00
279.54
0.00
692873 Database Version 4.1 Date Printed: 10/10/2019 WUT Page 1 of 2

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Reqd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4170
P4
S9
Liddell
4.34
4.34
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
180.58
0.00
4170
P4
S9
Liddell
4.34
4.34
Hybrid Bermudagrass Hay
4.0 Tons
3/1-9/30
*136
0
0
Irrig.
136
113.18
0.00
491.18
0.00
4170
P5
S9
Wagram
0.99
0.99
Small Grain Overseed
LO Tons
10/1-3/31
*75
0
0
Irrig.
75
62.41
0.00
61.79
0.00
4170
P5
S9
Wagram
0.99
0.99
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*218
0
0
Irrig.
218
181.41
0.00
179.60
0.00
4170
P6
S9
Goldsboro
4.21
4.21
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
62.41
0.00
262.76
0.00
4170
P6
S9
Goldsboro
4.21
4.21
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*240
0
0
Irrig,
240
199.72
0.00
840.82
0.00
4170
P7
S9
Goldsboro
4.23
4.23
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
176.00
0.00
4170
P7
S9
Goldsboro
4.23
4.23
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*240
0
0
Irrig.
240
199.72
0.00
844.82
0.00
4170
P8
S9
Goldsboro
3.52
3.52
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
146.46
0.00
4170
P8
S9
Goldsboro
3.52
3.52
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*240
0
0
Irrig.
240
199.72
0.00
703.02
0.00
4170
P9
S9
Norfolk
1.72
1.72
Small Grain Overseed
1.0 Tons
10/1-3/31
*75
0
0
Irrig.
75
41.61
0.00
71.57
0.00
4170
P9
S9
Norfolk
1.721
1.72
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
*240
0
0
Irrig.
2401
199.72
0.00
343.52
0.00
Total Applied, 1000 gallons
8,990 21
Total Produced, 1000 gallons
6,726 30
Balance, 1000 gallons
-2,263 91
'
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
692873 Database Version 4.1 Date Printed: 10/10/2019 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soi Is. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4170
P1
Liddell
0.40
1.0
4170
P10
Wagram
0.60
1.0
4170
PH
Wagram
0.60
1.0
4170
P12
Aycock
0.35
1.0
4170
P13
Aycock
0.35
1.0
4170
P14
Aycock
0.35
1.0
4170
P15
Wagram
0.60
1.0
4170
P2
Liddell
0.40
1.0
4170
P3
Liddell
0.40
1.0
4170
P4
Liddell
0.40
1.0
4170
P5
Wagram
0.60
1.0
4170
P6
Goldsboro
0.50
1.0
4170
P7
Goldsboro
0.50
1.0
4170
P8
Goldsboro
0.50
1.0
4170
P9
Norfolk
0.50
1.0
692873 Database Version 4.1 Date Printed 10/10/2019 IAF Page I of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
14.69
55.76
111.52
167.27
Hay 6 ton R.Y.E.
300
29.38
27.88
55.76
83.64
Soybean 40 bu
160
15.67
52.27
104.55
156.82
692873 Database Version 4.1 Date Printed: 10-10-2019 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storaae Cariacitv
Source Name
Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
172
1
2
144
1
3
180
1
4
150
1
5
119
1
6
89
1
7
58
1
8
53
1
9
23
1
10
37
1
11
7
1
12
-24
* Available Storage Capacity is calculated as of the end of each month.
692873 Database Version 4.1 Date Printed: 10-10-2019 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
692873 Database Version 4.1 Date Printed: 10/10/2019 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil 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. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. 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 pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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692873 Database Version 4.1 Date Printed: 10/10/2019 Specification Page 4

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Anthony D Ballance
Ballance Brothers Partnership
1362 Black Creek Rd
Fremont, NC 27830
Dear Anthony D Ballance:
NORTH CAROLINA
Environmental Quality
September 23, 2019
Subject: Certificate of Coverage No. AWS960134
Ballance Brothers Partnership
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Anthony D Ballance, authorizing the operation of the subject animal waste management
system in accordance with General Permit AWG100000. Please read this COC and the enclosed State
General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Ballance Brothers Partnership, located in Wayne County, with a swine animal capacity of
no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: Farrow to Wean: 2000 Gilts: 100
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from October 1, 2019 until September 30, 2024 and shall hereby void
Certificate of Coverage Number AWS960134 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC (as provided above) will require a modification to the CAWMP
and this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
You are encouraged to update your Swine Odor Control Checklist using the enclosed form. If you do so,
you must send a copy of the updated form to the Animal Feeding perations Program at the address below.
Please pay careful attention to the record keeping and monitoring conditions in this permit. Stocking and
Mortality Form (STOCK-1) has been updated; all other record keeping forms are unchanged with this
General Permit. Please use the most current record keepingforms.
orms.
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
to: �-512 North Salisbury Street 1 1636 Mail Service Center I Raleigh, North Carolina 27699-1636
NORTM C-OLINA
o.�memmE.A—WQ�.ifly /"� 919.707.9000

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a I00-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition IL23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/warning information for your county by calling the Raleigh, NC
National Weather Service office at [phone], or by visiting their website at: viww.weather. ovg /rah/
This facility is located in a county covered by our Washington Regional Office. The Regional Office staff
may be reached at 252-946-6481. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
'4r, 4;L
for Linda Culpepper
Director, Division of Water Resources
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Water Quality Regional Operations Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
Central Files (Permit No. AWS960134)
Maxwell Foods LLC