960211_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3i 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0211 Certificate Of Coverage Number:
2. Facility Name: EMS Hoe Farms Inc
3. Landowner's Name (same as on the Waste Management Plan): EMS Ho, Farms Inc
4. Landowner's Mailing Address: 3272 US 13 N
City: Goldsboro, State: NC
Telephone Number: 919-Wrs 2772 Ext. E-mail:
5. Facility's Physical Address: 3272 US-13 N
City: Goldsboro State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Michael M. Smith
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Maxwell Foods LLC
Phone No.: 919-222-2772
Allowable Count
5,760
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
AWS960211
Zip: 27534
Zip: 27534
OIC #: 19430
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
RECE9>9EDt�9
MAR 2 8 2019
wator QualiV
Regional opffelors se -don

ROY COOPER
Coverrror
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
ea
-,- ,- ....�,
NORTH CAROLINA
Environmental Quality
February 27, 2019
EMS Hog Farms Inc
EMS Hog Farms Inc
3272 US 13 N
Goldsboro, NC 27534
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deLi.nc. ov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non-Dischar a General PermitsYou must submit an application for
permit coverage to the Division. Enclosed You will fin a "Request for Certificate of Coverag acility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (1) coon of the Certified Animal Waste Manauement Plan tCAWMPI with the
completed and__sisned annlication form. A list of items included in the CAWMP can be found on naae 2 of the renewal
application form
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960211
Maxwell Foods LLC
ti NorthCaao na Departmeitof Ervroarner.ta Yaa 12 1 D vsa¢afWatsr Rsesolir:es
512 N. Sa shu!,• St. 114^2S Rya rs---rvz Center I Ra e ggh, Nort; Caro ra 27£-S9-Is-->£
91D.707 3krti 0

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
10/21/1994
L' ({ e-
33.
150,718.00
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 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si_ned b% the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required MRCS 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]
MAR 2 8 Z019
Boom

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
corporation, signature shou d be�bya principal executive officer of the corporation): Q
Name: � ! ' /S-4:!�Title: e"YS C A/
Signature: ) 1 Date: / 5 ✓J i
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
landowners should sign. If Landowner is a
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
.�����ortality :���l,;i��.nagement �����ethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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).
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.
Signature of Fa er/Manager X Date
f
Signature of tecf�n_i`cail Spec st Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday, July 31, 2008
Producer: Mike Smith
Farm Name
Telephone # :
Type of Operation
Number of Animals
Application Method:
EMS Hog Farms Inc.(2007)
3272 US 13 North
Goldsboro,NC 27530
[phone]
Feeder to Finish Swine
5760 hogs design capacity
Irrigation
R., '); se (A
8.-1uog'
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied -to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating .
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6760 hogs X 1.9 tons waste/hogs/year = 10944 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5760 hogs X 2.3 Ibs PAN/hogs/year = 13248 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- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE N/ACRE USED TIME
4979
12
AYCOCK 0-1%
C 1301 162.5
SB 45 180
w 60144
0
4.03
654.875
725.4
MAR-JUN
APR-SEP 15
4979
12
AYCOCK 0-1 %
01
4.03
4979
12
AYCOCK 0-1%
0
4.03
580.32
SEP-APR
4979
H-1
AYCOCK 0-1%
SG
1 50
0
4.32
216
SEP-MAY
4979
H-1
AYCOCK 0-1%
BP
4.7 235
0
4.32
1015.2
MAR-OCT
4979
- H-10
BARCLAY DRAINED
SG
1
75
0
4.32
324
SEP-MAY
4979
H-10
BARCLAY DRAINED
BP
4
200
0
4.32
864
MAR-OCT
4979
- H-11
BARCLAY DRAINED
SG
1
75
0
4.33
324.75
SEP-MAY
4979
H-11
BARCLAY DRAINED
BP
4
200
0
4.33
866
MAR-OCT
4979
- H-2
AYCOCK 0-1 %
SG
1
50
0
4.19
209.5
SEP-MAY
4979
H-2
AYCOCK 0-1%
BP
4.7
235
0
4.19
984.65
MAR-OCT
4979
- H-3
AYCOCK 0-1 %
SG
11
50
0
4.25
212.5
SEP-MAY
4979
H-3
AYCOCK 0-1 %
BP
4.7
235
01
4.25
998.75
MAR-OCT
4979
H-4
LIDDELL DRAINED
SG
1
50
01
4.6
230
SEP-MAY
4979
H-4
LIDDELL DRAINED
BP
3
150
0
4.6
690
MAR-OCT
4979
H-5
JAYCOCK 0-1%
SG
1
75
0
4
300
SEP-MAY
4979
H-5
AYCOCK 0-1 %
BP
4.7
235
0
4
940
MAR-OCT
4979
- H-6
AYCOCK 0-1%
SG
1
75
0
4.01
300.75
SEP-MAY
4979
H-6
AYCOCK 0-1 %
BP
4.7
235
0
4.01
942.35
MAR-OCT
4979
- H-7
LIDDELL DRAINED
SG
1
75
0
4.16
312
SEP-MAY
4979
H-7
LIDDELL DRAINED
BP
3
150
0
4.16
624
MAR-OCT
4979
- H-8
LIDDELL DRAINED
SG
1
75
0
3.98
298.5
SEP-MAY
4979
H-8
LIDDELL DRAINED
BP
3
150
0
3.98
597
MAR-OCT
4979
- H-9
BARCLAY DRAINED
SG
Ij
75
0
4.09
306.75
SEP-MAY
4979
H-9
BARCLAY DRAINED
BP
41
2001
01
4.09
8181
MAR-OCT
TOTALS: 13355
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
C
CORN
BP
HYBRID BERMUDAGRASS-PASTURE
SG
SMALL GRAIN OVERSEEDED
SB
SOYBEANS
W
WHEAT
UNITS LBS NIUNIT
BUSHELS
1.25
TONS
50
AC
50
BUSHELS
4
BUSHELS
2.4
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 50.281 13,355
TOTALS: 60.281 13,355
AMOUNT OF N PRODUCED: 13,248
*** BALANCE -107
*** 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 2131.2 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 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)
4979
4979
-H4,-H-7,-H-8
LIDDELL DRAINED
SG
0.00
0.00
*1
H-4, H-7, H-8
LIDDELL DRAINED
BP
*1
4979
-H-10, -H-11, -H-9
BARCLAY DRAINED
SG
0.40
*1
4979
H-10,H-11,H-9
BARCLAY DRAINED
BP
0.40
*1
4979
*12
AYCOCK 0-1%
W
0.35
*1
4979
H-1, -H-2, -H-3, -H-5, -H-6
AYCOCK 0-1 %
SG
0.35
*1
4979
*12
AYCOCK 0-1 %
SB
0.35
'1
4979
*12
AYCOCK 0-1%
C
0.35 *1
0.35 *1
4979
H-1, H-2, H-3, H-5, H-6
AYCOCK 0-1 %
BP
* 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

Page 5

NARRATIVE OF OPERATION
This WUP is amended for irrigation on Tract 4979 only and for bermuda pasture and
overseed grazed only. It is written for 5760 finishing while the owner has constructed an
additional 2880 head buildings to the 1440 head for a total of 4320 head.
This WUP will utilize the 751b PAN rate for overseed on hydrates 5 thru 11 with the following
conditions: (1) all waste application to the bermuda will cease by August 31, (2) waste
application to the small grain will occur from Sept 15 - Oct 31 and from Feb - Mar with no
application in Nov, Dec and Jan, and (3) small grain will be removed by April 7.
This WUP will utilize the 501b PAN rate for overseed on hydrates 1thru 4 and Pull #12 was
added to plan written by Soil and Water with a C/W/SB rotation. All information for this WUP
was provided by Soil and Water and previous plan.
Page 6

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 7

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: EMS Hog Farms Inc.(2007)
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: Pike Smith
SIGNATURE: —
DATE:
NAME OF MANAGER (if different from owner):_ / ►r [ ��''
please print
SIGNATURE:_ _ _ DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
TUBE: DATE:_
SIGNA /
C`J
Page 10

N:: ihQuS� ($ioc�
A0= rkc12 dBr��.
1f �
' -

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: � M, 7,�V — 15 _
Address: 27 S l `
Telephone: P -z- Z 7 7
TABLE 'I - Field Specifications'
County:
Date: U i�
'Table to be completed in its entirety' by Field. Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the Field Office for field location(s).
'Total field acreage minus required buffer areas.
'Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.

A : Tl%QU6� (31ac
/40= Aa1Z oopt
• :. nIA&F\N& SP4Ieu. a, nC

0
Tf,euS� 6Jo��
J' rkcJZ JeNi;
SPa<<�. a�

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: //`r C /-
Address: Zt71G t3veeT .
Telephone: 11 - 220- �77-7-o I
County: L4:E=r
i abme to be completed in its entirety by Field Office personnel and forwarded to the irrigation system desiJner.
2See attached map provided by the Field Office for field location(s).
'Total field acreage minus required buffer areas.
'Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop .used.
Irrigation Parameters
Octnhar 1AAA

TABLE 2 - Traveling Irrigation Gun Settings M-NE:SMITH
Maker Mode! and Type of Egiripment: SR-150 Nelson 1.08 Rink 70 PSI 197 -3pm 31'�! F
IMUIPMENT SE MW--S
Field No'
Travel
Appitcation
TRAVEL. LANE
Wetted
Nozzle
Operating
0��h9
and
speed
Rate
Etiecove 6rrecttve
Dlwnet'er
Diameter
Pressure
ptessure
Arc
Hydrant H132
yumin)
(inli,r
Width iftj Length (rt). E
(feet)
9.hes)
Gun (psi)
Reel [psi]
patteml
comments
-'
4.52
209
826
280
1.08
70
$ 93.33
180
3.96 Acres
H-2
��
.35
rr
200
$12
�
FF
��
� rF
3:73 Acres
3--..81 Acres -
4.24 Acres
14,3
I ��
FF
200
829
��
ET-4
"
rr
'g
$83
lf_5
n
FF
209
733
n
n
u
i rF
3.52
H-6 �� rr
200 ( 772
rF
FF
„
++
3.54 Acres
E?h7 rr
200 $26
,
rr
FF
3.79 Acres
H-8 ""
209
��
j '�
' „
FF
3.56 Acres
—9 �� FF
y
209 7135
FF
/i
11
+
3.57 Acres
1-t-10 " to
200 852 `:•..
„
„
n
n
Fr
3.91 Ps�1=E8
H-11 "
209 920
r'
Acres
4,41 A
f
�
42.14
.
i
i
'See attached map provided by the Meld Office for field location(s).
'Show separate entries for each hydrant location in each fieEri_
H T (one third), Q (ore quarter).
'Use the following abbreviations for various
are patterns. F (full cites),
TQ (three
quarters),
TT (tv,rcf tliw&).
(half circle),
May also use degree of arc in degrees.
USDA-NRGS
Lo
r-
,n
W
C ",
m
M
LO

TABLE 4 - Irrigation System Specifications
Traveling Solid Sit
Irrigation Gun I Irrigation
IFlow Rate of Sprinkler (gpm) 197 1 �I
Operating Pressure at Pump (psi)
129.62
Design Precipitation Rate (inlhr)
.35
Hose .Length (feet)
3 " X 1050
KXXXXX7CX
Type of Speed'Compensation
Mech
xxxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
- . - 2
i
TABLE 5 - Thrust Block Specifications'
Designer may provide thrust block details on separate sheet
LOCATION
THRUST BLOCK
AREA (sq. ft.
90' send ,,
5.41
Dead End 6 "
3.8
Tee 6"
3.83
egree yn e
i
1See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
Use 1200 for soil bearing strength
Ir Parameters USDA-NRCS
., Anne n�n,,.A .l_..sL n___ -

TRAVELER
MIKE SMITH
Sprinkler SR-150 Nelson 1,08 Ring 70 PSI 197 gpm 310' dia.
Spacing 310 —10% = 279 x 70% - 195.3 use 200'
TDH 1320' 6" PR-200 @ 197 gpm .13 per 100' 1.72
1050' 3" Traveler hose 197 gpm 4.04 per 100' 42.42
Sprinkler PSI 70.0
Elevation including gun height 10' 4.33
4" check valve @ 197 gpm .5
Suction Lift 10' 4.33
5% Misc. Less
6.32
129.62
or 299.42
Head
+Application
96.3 x 197 = 18.971.1 = .38 x 360 = .76
Rate
3.14 (.9 x 139.5)2 49,495.19 180
/Traveler
1.605 x 197 = 316.19 = 4.52'
Speed
200 x .35 70
✓Velocity
.408 x 197 = 80.38 = 2.23
(6)2 36
NPSHA
33.03 (.69 x 10 x 8) = 14.34
Horse
299.42 x 197 = 58,985.74 = 29.79 = 39.72
Power
3960 x 50% 1980 .75
Pump
B3JQBM 2200 RPM 50% EFF 197 gpm 60 hp
Pipe & PVC is SDR-21 Fittings are CL-200 & Epoxy Coated Steel
Fittings

Table N170. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
]EI IOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of wetted diameter,
(Aregs shown are acrcage outside starting/stopping gun location)
=wetted start end Stop end wetted area, acres
diameter wetted
d area are angle are angle are angle arc angle arc angle
(feet) _ . iacres 180_d. rees_ 225 degrees 270 d rees 315 d rees 330 degrees
- (A) (B) (C) (D) (G)
-. 150 _
- 0.12
.--.--0.03
-__-
- 0.06
0.09
0.10
180
0.13
0.00
0.03
0.06
0.10
0.11
•170
0.15
0.00
0.03
0.07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0.14
0.19- --
; - -- -0-00------4.04--
_ ---
--0.09
0.14
0.16
- 200
y 0.21
0.00
0.05
0.10
0.16
0.17
210
0.23
0.00
0.05
0.11
0.17
0.19
220
0.26
0.00
0.06
0.12
0.19
0.21
230
0.28
0:00
0.06
0.13
0.21
0.23
240
0.30
0.00
0.07
- - 0.15
022 T_
_ 0.25
250
0.33
-0.00
--
0.07
0.16
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17
0.26
0.29
0.
0.00
"
0.08
0:09
' 0.18
0.20
0.28
0.31
0.32
0.34
22780
0.41
0.00
0.10
-0.21
0.33
- 0.37
300
0.47
0.00
'0.10
0.23
_
0.35
0.39
310
0.51
0.00
0.11
0.24
0.37
0.42
320
0.54
0.00
0.12
0.26
0.40
0.45
330
0.57
0.00
0.13
0.28
0.42
0.47
340
0.61
0.00
0.13
0-29
�.�5
0.53
350 ~
�- 0.65
_
0.00
0.14
_
-0.31 _
0.48
0.5
360
0.68
0.00
0.15
- 0;33
0.51
0.56
370
0.72
"0.00
0.16
0.35
0.53
0.60
380
0.76
0.00
0.17
0.37
0.56
0.63
390,
0.80
0.0.0
0.18
0.38
0:59
0.66
_
- 400
0.84
_
0.00
0.19
0:40
0.62
0.70
410
0.89
0.00
0.20
0.43
0.66
0.73 C�
420
0.93
0.00
0.21
0.45
0.69
0.77
430
0.97
0:00
0.22
0.47
0.72
0.81
440
1.02
0.00
0.49
0.76 -
0.84
450
1.07
_
0:00
_0.23
024
0.51
0.79
0.88
460
1.12
0.00
0.25
0.54
0.83
0.92
470
1.16
0.00
0.28
0;56
0.86
0.96
480
1.21
000
0.27
0.58
0.90
1.00
490
1.27
0.00
0.28
0.61
0.94
1.05
500
1:32
0.00
0.29
0:63
0.98
1.09
CAWMP Wettable Acre /�
Traveling Gun System Page 36 EBAE-217-99, 2/20/99

Table NE70. Design Area Allowances for New or Expanded Hand Hose Traveler Systems
F,XTMOR lane - in field with; multiple overlapping lanes:
Hydrant Spacing basedon7.-0 percent of. wetted diameter,.
(Areas shown are -acreage outside star0ng/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area are angle arc=.angle = arc -angle are angle arc angle
(feet _(acres) 180 degrees 225 d rees 270 d r�ees 315.d_ es 330 d rew
(A) (B) (C) N) (E) (F) (G)
w 150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.14
0.00
0.03
0.07
0.10
0.11
170
0:16
0.00
0.04
0.08
0.12
0.13
180
0.17
0.00
0.04
0.09
0.13
0.14
190
0.19
0.00
0.05
0.10
014
0.16
200
0.22
0:00
0.05
6.1't..._.._.._
210
0.24
0.00
0.06
0.12
0.18
0.20
220
0.26
0.00
0.06
0.13
0.19
0.22
230
0.28
0.00
0.07
0.14
0.21
0.24
240
0.31
0.00
0.07
:0.15
_ 0.23
_ 0.26
250 - -
- f -0634
_ 0.00 '
0.08 T�
0:16
0.25
0.28
260
0.36
000
0.09
0.18
0.27
0.30
270
0. 9
0.00
0.09
.0.19
0.29
0.33
0
(2_�
0.00
0.10
0.21
0.31
0.35
0.00
0.11
0.22
0.34
0.38
300
0.48 _
0.00
_
0.11
0:24
0.36
0.40
310
0.52
0.00
0.12
0.25
0.39
0.43
320
0.55
0.00
0.13
0.27
0.41
0.46
330
0.59
0.00
0.14
0.29
0."
0.49
340
0.62
0:00
0.15
0.30
' 0.46
0.52
350
0.66
_ _
0.00
_
0.16
:0:32
0:.49
0.55
360
0.70
O.dO
0.16
0.34 -
0.52
0.56
370
0.74
.0.00
0.17
0.36
0.55
0.61
380
0.78
0.00
0.18
0.38
0.58
0.64
390
0.82
.0.00
0.19
0.40 _
0.61 _
0.66
- 400
r 0.66
0.00 -
--0.20
0.42
0.64
0.71
410
0.90
0.00
0.21
0."
0.67
0.75
420
0.95
0.00
0.22
0.46
0.71
0.79
430
0.99
0.00
0.23
0.49
0.74
0.83
"0
1.04
-0.00
0.25
, 0.51 _
0.76
0.86
450
1.09
0.00
0.26
0.53
0.81
0.90
460
1.14
0.00
0.27
0.58
0.85
0.94
470
1.19
0.00
0.28
0.58
0.89
0.99
480
1.24
0.00
0.29
0.61
0.92
1.03
490
1.29
0.00
0.30
0.63
0.96
1.07
500
1.34
0.00
0.32
0.66
1.00 .
1.12
CAWMP Wettable Acre
Traveling Gun System Page 32 = EBAE-217-99, 2/20/99
i

BIG GLTN° PEA ,, RMAN ONE TABLES US. UNITS_
100 SERIES BIG GUNS - 240 TRAJECTORY"*
100 T TAPER BORE NOZZLES a ,b -
No�zle Nozzle Nozzle %Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle N' o e
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPtA'. :DIA..: GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DtA. GPM DIA.
_ 50 50 205' 64 275' 1 74 82S" t;_ .. 67 ,235'• 100 245' 115 256' 1 130 265` 1 150 273' 1 165 280' 20y 300'
70 _ 60 2255 75 238' 88's, 250' ( 103 120 275' _ 131i 263' A55. 205' 177 302' 197 310' 243 338'
90 _ 6t3 245'i '` 83 258' 10Q 270' ''117 283' 135 295' 155 306' 175 315t 201 326' 223 335' 274 362'
1-10 7.6 2651: :92 278' 111 290' 129.v 303' 150 315' ,171 324' 195 335- 222 344' 247 355' 304 380,
'Available only with 1`1061 SR.100.
100 R RING NOZZLES 100 DN DIFFUSER NOZZLES
PSI 71 RING 77 RING 81 RING 'RING
89 RING 93 RING 96 RING 0.5 DN' 0.6 DN 0.7 DN . 0.8DN
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM..DIA
40 66:`208 78 212 91 215 103 224 1 '235 134 152• 45 '154 -66 16e 91 182 =t18 196
60 81 `235 96 240 110 245 125 280 16 .110 20:; 1 `Cl6
1
w .80 94 =255 111 2fi5:. 127•'275 145 285 1 1 1' 5
100 .105. 270 124. .280 • " 1 142':' 295r? 162 305 _ 1'82 320 212 325
"The diameter of throw is approximately 30/aTess for the 21" trajectory angle, 6% less for 18°.
150 SERIES BIG GUNS - 240 TRAJECTORY*"
150 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
.7" 1.0" 1.1" 1.21,
P.S.I. GPM DIA. GPM a DIA. GPM �" DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 1 110 265'. 143 285' + 182 305' 225 325 275 345;= 330 365' 365 360'
80 128 290' 165 : 310' 210 335.:_ 260 355'" l 315 375'�- 380 395.' 445 410'
100 143.' 3.10'y 185, 330' 235 355.' 290 375' 355 400` 425 420' S00 440'
120 157 330, 204 350, 258 375' 320 395' 385-:'420' '465 440' S45 460'
150 R RING NOZZLES -
- - Ring 1 Ring Ring Ring
869 .971, 1..08 1.18" f' ,1.26" 1.34" 1.41"
P.S.I. GPM DIA.' GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 a 110 260' . Y. .,143 280' _ 182 300' j 225' 315' 275 335' 330 ..350' 385 365'
80 128', 280' ..165 300' i 210 320' 260 340 +31.5 36D.' 380 380' " 445 395' _
? -
100 143' 300' 3� 1 235 340` 290 360 355:• 380' 425 400' 500 �31
rx. '. r.z_
120 157 315' t•204 335'258 360' 320 380' 385 400' .J 465 _420` 545
"The diameter of throw is approxirimatily 3% less for the 21 ° tra ctory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY*"
200 T TAPER BORE NOZZLES T --
Nozzle Nozzle Nozzle Ncule Nozzle Nozzle Nozzle Nozzle Nozzle
1.05" 1.3" 1.4" 1.5" 1.6" 1.75" 1.9"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM ,DIA.-..., GPM DIA.
Now
70 270 366' 310.. 38D. 355> 395 �. 415 4!0' 1 480 430' 555 450' -630 465' 755 495' 890 515,
90 3:10 _ 3t30' 350. 410' 405. �::.425' 475 . 445' 545 .465' 625 485' 715 505' 855 535' 1005 555'
110 340• 410'' 390. -430!-. 445 4'50•' 925 470' 605 495' 695 515' . 790 535' 945 565' 1110 y59-0
130 370 425' 425 445' 485 465' 565 485' 655 515' 755 540' 860 560' 1025 590' 1210 620'
20i, R RING NOZZLES
1 +/" Ring 1 3/a" Ring 1 �/z Ring 1 5/e" Ring 13/ �' Ring 1 %" Ring 2" Ain
(1.29" actual) (1.46" actual) (1.56" actual) (1.66" actual) (1.74" actual) (1.83" actual) (1.93" actual)
P.S.I. GPM DIA. GPM DIA: GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 250 340'., 330 370' SW.: 390' 445 410' 515 425 5135 44695 455'
b'
80 290 .-37D'.. 1 380 400' 445" 420' 515 440' 590 c 455'� 675 470' 805 490'
e" z- g.
100 325 390' 425 425' S00-: 445' 575 4fi5' 660 J 480' 755 500' 900 520'
'
120 355 410' 465 ...445' 545" _465.'•;' 630 •485' 725 500' 825 520' 985 545
"The diameter of throw is approximately 20/0 less for the 24° trajectory angle, 5% less for the 21. trajectory angle.
The BIG GONG performance data has been obtained under ideal test conditions and may be adversely affected by wind, poor hydraulic entrance conditions or other factors.
Nelson Irrigation Corporation makes no representation regarding droplet condition, uniformity, or application rate.

ti . • f is !r:EE ' ic.ti.. ��
YE7:,cl; TUBE U I!)'
[--------------------z------n6�•na. nsdP di<a"er`=----- - --- ---__.
G?11 45 4.1 T 3 3:. 3;:11. 2:7 i- : 2.: . 2:''
30
40
50.
b0 - - - - - �'• -- = - .� .57 2.8� . t4;,
-..1.:51 2.09 =3.87 ;3,�
- },94,. - - - y - - 0.56 032 r 1..48 2.4-1 .3 33
1:00 - - . - - U.6A 1..12 , .1:80 1«42 4..05 =:3R
11D - - - - - = 0:B1 1.34. 2.15 ' 3.:4:9.;' ..4.83 :'.;;:8.82 - - .
120 - - - - -. 0.95 1:57..' g, ;:A4. ° 5r-67.-.....1.0.'.36 - -
134 1.I0 1.82- 4.'75' 6 �';--
140"' - - 0.82 1.26 2.0 3.36 5.45
150 . - :::;..- . 0. 9.3 1.43 ;3 : : 3.81 6..20
160: - - :x. T = .. 1.0:5;,.. 1.61 2.6;::--
l7D - - - - .1.17". -1.B.1 .: .2,9,9" 4..8.1 -
1 -
_ 2,01��i3 5
• . 240:' _ _ - 1.59 "44 4.04 6: 54 . - - - - - -
:21G':.:'-- -- 1.74 '2.67 4.43.
2.05 3.16 .5:24 - � - - -
240- - - 2.22 3.42 L 6.7 • - - - - - - -
3.69
260.
270.' - - -2.76
280 - 2.96 4.55.E-;_r_`=;"
- - -' -------------------------------- 300 1:80 3,36:. 5.17------- -
310 - - 1.91 :3.57 5.49 ; Basic. Moisty
inches f .
320 - - 2..63' -3.79 5.83
Sail Texture Bare
130 :2 15 4: 41. " 6. P
340 - - 2:27 4.34 6:2 Sandv :1.0
--s-:-AAy foam' .0.75 �-
350 - - ;2.40 44.E.laar>i: ' 0.5 ..
360 - - 2:52 4.71• 7.25. 5yd_.cl.ay: ,loam:;..
Clay .a'qd .other•.soils with p,l
370 2.66 4.95 7.62 i ieve'rs: Problems
380 = = '' ` 2vT? 5.21 .8.0:1
390 = . 2.93 5.46 8.41 ' TABLE 2 - BASIC INTAKE RATES OF SOIL.TEXTURAL:E
' 400 2.12.,::..::3.07 5.72. .. -
424 232' 3.36 . b: 27.: :
440 2..52.`. 3.6b ` '6:83.
460 2.:74 3.97 ` ': 7.41
"480 2.96 4.30 8:02 - - Net lrrigatioR
�• - Peak Pen_
504 3:20 4;64 - _ _ _
Crop . Climate Rate 80
•'S20. 3.44 4..99 - - - - -Alfalfa, cotton, pa.sture Humid 0.20i 0.25."
540 3.b9 5..35 - _ a field corn, swa'ef torn,. Sub-Humid..0.25 0.31
Y r soybeans, sugar bieis, :Semi -Arid 0.30 ._`0J
560 3,'94::; 3.72, - - - _ a ` orchards, cif'rus . Desert 0.35 0
1
580 4.2L. 6..10 - -• _
5 Gesin sorgkum, small grains, Humid - :0.:l5
644 4.48 6.54 po:tafoes tiirf grasses ' , Sub -Humid 0.20
i. . fo-i"toes, *berries, nursery -Se.mi .Arid b.25.
:cf.op's., tru_ck.•crops
;.,7,76. DA11:Y .k1Ui5TURE REQUIREME_
E Y

thiptio''N bjh§ 6HANArbf E'R"It THC8
PVC CLASS gild iOs PLASTIC P10e
di20j22d18b1A21d�it0 .. ,.
PSI LOSS PEA UCII FEET OP,01�E W$0001
wu il"
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Page 4
LIAR 2
'jtvCftcT
C.,rejors
ZEE PE x i=Tj,_3�.'.,0
A mjWqlhty of hesr o VWds- & ChstihA lh,&,
Part Number 8116 Weight List Price
3706-01
411 52"
33
lbs
8706-02
5 X 62"
40
lbs
60
lbs
6" x 52"
78
lb s
3706=05:'Z"
1 52"
99
68
310 6166%-..
62"
1i8
l65
0 f sizes'avajlable on requoil.
Em R C: E
W,
SINCI
33:s;l
9mSelma"
. M,
. .... bO) 192 9 04
I IT
�6 (80'0) 89 620 6:
����
Pps; s andr96
eclfiI6�fibns are sub-
(8 88)?S� 74 522-1,
f(5 change without
.
.............. (8'00)- '5522 -547-
116tf66 or obligation.
. .
fr-6br Uai Yll 997

�Ozb r�
A 9 1 NG
k
u-Am i u L vI os
w
AIR RELIEi
VALVE PRLSS-URE RELIEF
VALVE PUMP DISCHARGE
/ Irpm+pr ht-NP )
PUMP DETAIL
N TS
STATE OF NORTH CAROLINA
DEPARTMi-N'r OF EN-MONMENT HEALTH & NATURAL 'RESmOrURQF3
DIVISION OF SOIL & WATER CONS.-ER-VATT-ON
Wilmington Regional Office
I T)rilytz Evf 'WilmingtonNC 2840-5 Phone: [phone]

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back.
filling instructions are usually provided
bythe Engineer in charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. It shall provide continuous
support forthe pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 6" below the lowest recorded
frost depth,'and shall place the pipeline
depth at least 30" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidefill.
Minimum trench width is normally con-
sidered 12" plus the pipe O.D. -
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used in spanning creeks and
gullies, extending 8 ft. on either side of
the creek or gully.
Jointing
1. The pipe shall be jointed•in the trench,
or above ground, in accordance with the
,Jointing Instructions. -
2. It is important that the gasket be clean
rand properly seated, the spigot end well
lubricated, and the bell and spigot ends
aligned correctly in both- planes.
3. If jointing is done above ground, care
should be taken when lowering pipe into
the trench thatthe depth of the joint entry
remains correct..Check that the depth
of entry mark on the spigot ends isflush
with the face of the bell. Jointing of 6"
and large pipe is usuallydone in ttie trench.
4- AT NO TIME should a back -hoe -or
similar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface is in direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may be calculated
as follows:
a) Multiplythe pressure level desired
.for testing by the value shown in the
table for thrust on fittings:
Thrust in Pounds
Pipe 90 45 22'h Dead End
Size
Elbow
Elbow
Bend
or Tee
6"
48.74
26.38
13.45
36.10
8"
82.61
44.72
22.80
61.18
10"
128.84
69.47
35.42
95.05
77.23 1 49.82 1 133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL Ib. per Sq. Ft.
Muck, peat, etc.
0
Soft clay
1,000
Sand
2,000
Sand and gravel
3,000
Sand and ravel cemented with clay
4,000
Hard shale
1Q,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block
d) Thrust blocks should haunch the
pipe or fitting, not encase it.
Backfilling
1. .Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allowgood compaction
and placed in 6" layers, well compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the joint
oar fitting to prevent deflection of the
pipe while under test pressures.
Testing
1. ALLAIR IN THE PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped -air in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
off at the high spots in the line. Air
removal may also be accomplished by
--pushing a toam plug -through the line by
incoming water pressure.
2. Test pressures may be % times the
designed operating pressure of the
Pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit.
tings shall be initially backfilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the joint.
Offsets are made only after the straight
in -line assembly is made. Deflectionsat
the joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Deflection
at the Joint Offset, inches. Radius, feet
1 4.2" 1.150'
2 8.3" 572'
3 12.3" 381'
-4-

FER KELE
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE 4117
DATE 3-1-88
PAGE 2.02
. SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
Come: Material C. I . Patt. No. H-1 863 mactLNo. H-1863 VARIOUS R.P.M. - Cycle@
Impeller: material C.I. patt No. L-3001 Mach.No, L-3038 Dim. 13-1/2" FULL T.D.S.L. f.rf,.h water at
me. 1-180* F. —
MAXIMUM WORKING PRESSURE 247 PSI M-1 C1 M-2 0
30
.4-4. !.t
4
�4 LIE
4. t+
J-.
20
....... .............. . .4
H-1
SL
4. T.
. ......... . . .... .
4 LEI _-j
14-14-1- Fi.. T. -T4 r
107
4-T
4:1 - J ......
U?
A.
p:H
J IT. J-D-T
r
600
64
0
T + + 1-T
I -Elj
ru
U. �uu
z.... .....
400
. ... ...... —
7
:.Z A's ....... i..
Ia.
300 ..............
z 4
> - t-11M
j A .. ...........
RPM. V
C 200 ... ........•......
0 ... ...
.. ......... .... .... ....
--H.-H-4 L-1 ... ... .. .... j.. .......
100 .......... .... ........
.. .... ....... .... J 14.
...........
1 F
0
. .. ...... .. j j
...........
'F . .. ............
.. . . ....... ......
.... . . .... T DSL
Z-5 .........
ME
i Li.- J.� .
f I I'
L
0 100 200 300 400 500 600 700 800 900 1000 1100 1200
CAPACITY IN U.S. GALLONS PER MINUTE
C-7048 tiered .. T-2554 Supe—des C-7048 Dated 10-27-71 Date 3-29-72 _MCDELB3JOBM
Cast: material C . I . pett,No. H-1939 M.h.N. H-1939 VARIOUS R.P.M. - cycl"
l.p.lto,: Material C. I . patt,mo. M-2319 Mach.No. M-4821 Dim. 10-7/16" FULL - T.D.S.Lf-f—h—t—t
sea 1­180
MAXIMUM WORKING PRESSURE 266 PSI M-1 IN M-Z 0
30.
- ------
d ... ... ETTIT
...........
. .......... . ....... ....... ..
20,
....... ...... w .... ........ . . ...... . ..... ............ ............... ...... ... ..... ..... .. ....... v..
............ ......
..... ........ ..... .
.... . . ............. ......... . . ....... .......... ......... . ... .................. .. .... .... . .......... .... ........... ...
LL
z
........ ...... .... ........... ............. ...... .......... . ....... r .. .........
7
I I.
10
. .. ........ ... .......... A -I
............ ............ ......... ...... :-.r.,. . i. i.i. .:. ! .. ............ . ...........
................ ..
.......... ..... ...........
.. ------ ----- -:-J
... ...
z
.... ......... . . .......... ................... ...
400 .. ......... .......... ...... :.I ........
0
....... ..... i"T: .... ....
......
J'.G.c v -I A ...... ...... .. . ......
. ......... .... ......... ....... ... . .
.. ................ PFtC I, EN'DY.-I
............. ........... . .... . .. ............ ....... .
...........
350
1 1 ... . .. ... ..... ........... .... . ... ........
..... ....... I-- ...... I . ....... ..
.... . .. - ........ .... ........... .........
z.. ....
.......... . ------
.......... . ........ . .........
Lu 7-
. ...... . . .. ............ ......
t:E
...... .. .. 1 ............
250
z ....... ........
................................. ,.
........... . ..... e .... ........
...
........ ... . ..... .. .........
.... ....... ........... . .......... .........
-K 200 .. . .......... . .....
0 ....... . ..... ............ ........... .........
S.4
.........
. ..... ... ........ .. ...... ..... ..... 4
I ...........
150 ..................... .......... ...... .. ............ ......
TwoRpRi,
........ ...... ... ...... .......
•
loo _St
.. ........
. . ............ ....... ......... ....... ...
. ............. .......... .... ......... LA
..... ...... ......... ....... ........... . ............ ... I ......... ........... ....
. ....... .. ... ........ .
............ ...... .... ........... ..... I .... . . .......
.... ....... ...... ........... .... ..... . ..... ...........
........... .......... ....... ..........
..........
.......... ........... .
...........
0
0 100 200 300 400 500 600 700 800 900 1000
CAPACITY IN U.S. GALLONS PER MINUTE
C-6695 15—da.T-2875 Supersedes C-6695 D-Im 9-3-71 cw. 3-29-72 MODEL E34EQM

6059D
Performance stating
Rated Gross Power ....... .. 120 bhp (89 kW) @ 2500 rpm
Peak Torque ............. 287 lb.-ft. (389 N-m) @ 1400 rpm
Fuel Economy (BSFC) .. 0.363 lb/hp hr. (221 g/kW h) @ 2000 rpm
Continuous Rating
Gross Power ... ........... 107 bhp (80 kW) @ 2500 rpm
Peak Torque ............. 260 lb.-ft. (353 N-m) @ 1400 rpm
RATED BHP is the power rating for variable speed and load applica-
tions where full power is required intermittently.
CONTINUOUS BHP is the power rating for applications operating
under a constant load and speed for long periods of time.
POWER OUTPUT is within + or — 5% at standard SAEJ1349
conditions.
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT.
POWNR
W DEEM
Performance Curve
290 392
Torque
280 38(
2871b.-ft.
(389 N•m)
2521b-ft.
(341 N-M)
270 36E
260 35-
250 35E
120 89
100 75
120 hp
(89 k"
07
IBOkhp
0,! o E
.6
~~�
aa`eabbQ
90 67
80 60
Condn�°�
gbt`7
70 52
60 45
a
50 37
r
o s
.40 243
L° o o
Fue[Consump[ion
.38 231
(
ax Q.tt
.36 219
t#
34 207
32 195
10 12 14 16 18 20 22 26 24
EngineSpeed— rpm'sin 100's

!IRRIGATION SYSTEM DESIGNER
Name; PRESTOIy L. PARKER, .Jlt. ('y'pp.N) . • .
Company_ T0,�1 CROCKETT IRRIVATION, INr-.
Address: PO .BOX 11390, NILLIE 1VMN, NC 27892
Phone- 252-79Z-3121
REQUIRED DOCUMENTATION
The following details of design and materials utust accompany an irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applit! able. .
2. Assumptions and computations for de: ,,ern ining total dynamic head and horsepower requirements.
3_ Computations used to determine all moinline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configtirations required in the system.
b. Manufacturer's specifications for the iTgation pump, traveler aM sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS'standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-13D.
s. The information required by this form are the minimum requirements. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them .as appropriate.
9. Irrigation pipes should not be installed in! lagoon or storage pond ernhankments without the approval
of the designer.
I
NOTE: A buffer strip SG feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surflace waters per DEHNR-DEM Cade Section 15A NCAC 28.0200 - Waste Not Discharged to Surface
Waters.
i
Lit Parameters
n. taaK USDA44RCS
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Naerative of frrigation System Operation
Describe the eration OF se system in
aFhtthe space provided below or on a sirnilar sheet most convin8�' PPient to the desi lsa leer.
Include procedures Stich as start-up, shut -down, winterization and regular maintenance of aR eTaipment.
AT FIRST START UP, FILL LINES SLOWLY UNTIL AIR IS PURGED FROM SYST01'
AS T'iic T }Z�LE DiSCHP,P.GE IS FREE OF AM, SLOWLY INCRF�SE FUME PSI TO
REQUIRED PRESSURE. MATt"r: SURE NOT TO RLN THE SPRIG LONGM THAN THE
SpBCIFIED TIME TO AVOID OVER APPLICATION. IF A TRAVELER IS USED, MAKE SURE
TRAVEL SPEED IS CORRECT TO ALSO AVOID OVER APPLICATION. IN FRMING W.t;MMR,
BE SURE TO DRAIN PUMP TO ;AVOID DMA -GE TD THE VOLUM CMSULT YCM Po-V A1\1D
MAV-ECER MA -CALS FOR SG'rMT—'TJ D MAINT&MNCE -
If Parameters
d. 1915
page-8
USDA-NRCS
Ngrth Caralu.
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a
OPERATOR: E L ON 5 M i-rH
COUNTY: INAyNE
TYPE OPERATION: 5� D F!N►5NIN6 --�-~
Please review the
this plan for your attached plan and
Y contractor and specifications
Your our records. carefully.
check on the and Soil Conservation strongly recommended Retain
have Waste lagoon Conservation
service mmended that
your operation certified. Y upon completion/ dO a construction
pletion/ in order to
The
NTpad dimensions and
Ho CONTRACTOR is responsibgeades are the best -
Inc, final estimates. The
g arms will for
layout of
is the pro er assist in a limited c BUILDER or
P design and co the pads• Goldsboro
nstruction of the was
as its The actual waste treatment�or concern
the estimates amount of material re lagoon.
close as P The design wi-ll att m d for pads and dam
Possible If additional Pt to may vat
and owner will negotitate material balance cuts and fillsfasm
on the price and is required, the contractor
location of the borrow area.
Best Estimates:
Total Required Volume Actual Design Volume (cu_ft.); 143g2q Fri
(cu. ft. ) : f f81333 Fri
Excavation {cu-yd. .
Clay liner excavation---��__ 33g6 p Yp3
Total excavation (cu ,Yd.)
Pad and Dike Fill ~~
C14Y liner fill (cu ydy; .) • 25451 Yp3-,v-
Total fill {cu-Yd.):
Cut/Fill Ratio: f 3�3-, f
Job Class:
� Date: 05 Der yc}
Designed by; —in
Approved by: -.L/
*EXCAVATION AND FILL, VOLUMES HAVE
NOT BEEN CHECKED OR VERIFIED BY
THE SOIL CONSERVATION
k�/SERVICE
^0 /+ 1
7-

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To Wt
Z
TO Sf

Operator:Elton Smith
County: Wayne
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 10/05/94
2000.0 feet
0
sows
(farrow to
finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
= 0
lbs
5760
head
(finishing
only)
x
135
lbs.
- 777600
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder) ,.
x
30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 777600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
`teWNFP KEQuC-e-,rS No ScuDC� evTOM&E,
Volume = 0.0 cubic feet 5LU96E Wia P,,E REl'I VFP Ae, NEEAED.'
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 580.0
Inside top width (feet)---------------------- 260.0
Top of dike elevation (feet)----------------- 51.6
Bottom of lagoon elevation (feet)------------ 41.0
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 3.0 574.0 254.0 9.6
AREA OF TOP
LENGTH * WIDTH =
574.0 254.0
AREA OF BOTTOM
LENGTH * WIDTH =
516.4 196.4
145796 (AREA OF TOP)
101421 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
545.2 225.2 491116 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
145796.0 491116.2 101421.0 1.E
Total Designed Volume Available = 1181333 CU. FT.
3

5.
5A.
5B.
5C.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
580.0 260.0 150800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 150800.0 square feet
Design temporary storage period to be
180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 777600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
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 = 87966.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 87966.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
18989�.
_,cubic
feet
5B.
0
cubic
feet
5C.
87967
cubic
feet
5D.
87967
cubic
feet
TOTAL 365829 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===========================>
580.0
feet
Inside top width============================>
260.0
feet
Top of dike elevation=======================>
51.6
feet
Bottom of lagoon elevation==================>
41.0
feet
Total required volume=======================>
1143429
cu. ft.
Actual design volume========================>
1181333
cu. ft.
Seasonal high watertable elevation (SHWT)===>
46.9
feet
Stop pumping elev.__________________________>
A-7-.&
feet
*47 7
Must be > or = to the SHWT elev.==========>
46.9
feet
Must be > or = to min. req. treatment el.=>
47.0
feet
Required minimum treatment volume===========>
777600
cu. ft.
Volume at stop pumping elevation============>
-7^ 3 45
cu. ft.
'77g1Z7-
Start pumping elev._________________________>
49.9
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1093366
cu. ft.
Volume at start pumping elevation===========>
1080489
cu. ft.
Required volume to be pumped================>
277862
cu. ft.
Actual volume planned to be pumped=====_____>
^^&-m
cu. ft.
30131PIP
Min. thicknessoff soil liner when required==>
1.6
feet
7. DESIGNED BY: /4'""ti�"'^^`�
APPROVED BY•
(�
G O= E t QETTUe�" 6-ti tNG. J
DATE: 69 DATE : /"- `� I
,le Tre �" ell' �
GG� �/t�i
J C
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS.,
*EXCAVATION AND FILL VOLUMES HAVE — NOT BEEN CHECKED OR VERIFIED BY
THE 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 49.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 4q—. 47•1 This temporary
storage, less 25 yr- 24 hr storm, contains 277862 cubic feet or
2078407 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
b. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
WN

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 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
11

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.
_:?�190 Sd Pvl7zlrsL Ih�.r3;f:cic�f� ,�.;. ;,ra'.�:r�,
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
9

SCS-FNG-SU
Re.. S.iO
U- S. OEPARTMENT OF AGRICULTURE
_ --- -- -. SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED PQNS SITE
FARMERS N A M 1 o ^ M >'7`
DIS'I'I{ICT _ 1717 zt le_
DATE -7 - 4 -Ill/ I
COUNTY. WAY'✓'a
S. C. S. PHOTO SHEET NO.
WORK UNIT
WATERSHM AREA MEASUREblENiS
:..
-
.. ..
CROPLAND ACRES PASTURE
ACRES
.._
-ATIO
-
WOODLAND ACRES TOTAL
.: ACgv4
CLASS
ONSER
WORK UNIT CONSERVATIOir?ST
SK`ErCH OF PROPOSED POND SHOWING WHERE'2USM WERE MADE (Amp scale III feet)
Lamle reference point '" aater ibe o/ deao and ldeV&V an itefth-
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SIGNATURE & TITLx l — •�-�
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SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
210.0 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
cos
fr: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
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
140.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
7.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350.0 BAKES 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.
I. 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.
rl

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR VM LAGOONS
Landowner , Z-: -L 7ad stwl ;�,/ County _ WAYNE
Community or Group No._.___
Conservation Plan No.
Lagoon
Estimated Depth of Water to Top of _ _Ft. Length of Flood Pool SS4 Ft.
Date of Field Hazard Investigation �e
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Reach: Length: Width: Slope: Land Use
Ft. Ft. %
`_ llJoat�S
2
3
: Est. Elev. :tst. Elevation
Kind of :Improvements: of Breach
Improvements Above :Floodwater Above
_ Flood Plain: Flood Plain_
Ft. Ft.�
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach ,YoN14�, s-t4n,� 45eC 49 i s 5
-,&;4e !'ems AML) Zoo' T
17oS.
GaGcnc�
Hazard Classification of 44a a b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V
1
By /vtl Date /J/'):/?W
name title `
Concurred By � � /.�-� �� Date /(j
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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IDLA,,1 f o F z
WASTE UTILIZATION PLAN T µ y
----------------------
Owners name--:ELTON SMITH County:WAYNE
Mail Address-:GOLDSBORO
Type of production unit ---- :FEEDER TO FINISH
Number of animal units-----: 5760
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRklGATE
Amount of animal waste produced---------------- 10944 tons/year
Amount of plant available N produced by animals-: 13248 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land 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
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 that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates 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 land 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. Soil incorporation
of waste will conserve nutrients and reduce odor problems.
/(1

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
Acres to
No.
No.
Type
----
Code
-----
/Acre
-----
/Unit
_____
Used
Apply
Overseed
4979
8
AyB2
K
0
100.00
94
S-APRIL
0.4
4979
8
AyB2
B
5.4
50.00
1.4
378
MAR-OCT
4979
9
AyB2
K
0
100.00
60
S-APRIL
0.!
4979
9
AyB2
B
5.4
50.00
0.9
243
MAR-OCT
49?9
5
Nf
K
0
100.00
34
S-APRIL
0.:
4979
5
Ba
K
0
100.00
134
S-APRIL
4979
5
Nf
B
5.4
50.00
0.5
135
MAR-OCT
4979
5
Ba
B
4.5
50.00
2.0
450
MAR-OCT
4979
6
Nf
K
0
100.00
100
S-APRIL
1.0
4979
6
AyB2
K
0
100.00
134
S-APRIL
l.?
4979
6
Nf
B
5.4
50.00
1.5
405
MAR-OCT
4979
6
AyB2
B
5.4
50.00
2.0
540
MAR-OCT
4979
11
AyB2
K
0
100.00
120
S-APRIL
1.2
4979
11
AyB2
B
5.4
50.00
1.8
486
MAR-OCT
4979
12
AyB2
K
0
100.00
80
S-APRIL
0.8
4979
12
AyB2
B
5.4
50.00
1.2
324
MAR-OCT
4979
14
AyB2
K
0
100.00
180
S-APRIL
1.8
4979
14
AyB2
B
5.4
50.00
2.7
729
MAR-OCT
4979
15
AyB2
K
0
100.00
26
S-APRIL
0.3
4979
15
AyA
K
0
100.00
26
S-APRIL
0.3
4979
15
AyB2
B
5.4
50.00
0.4
108
MAR-OCT
4979
15
AyA
B
5.4
50.00
0.4
108
MAR-OCT
4979
16
AyB2
K
0
100.00
40
S-APRIL
0.4
4979
16
AyB2
B
5.4
50.00
0.6
164.7
MAR-OCT
4979
19
AyB2
K
0
100.00
66
S-APRIL
0.7
4979
19
Ba
K
0
100.00
734
S-APRIL
7.3
4979
19
Ls
K
0
100.00
234
S-APRIL
2.3
4979
19
AyB2
B
5.4
50.00
1.0
270
MAR-OCT
4979
19
Ba
B
4.5
50.00
11.0
2475
MAR-OCT
4979
19
Ls
B
3.4
50.00
3.5
595
MAR-OCT
4979
20
Ba
K
0
100.00
1214
S-APRIL
12.1
4979
20
Ba
B
4.5
50.00
18.2
4095
MAR-OCT
Total
49.1
14782
32.8
Available
Nitrogen
(includes
commercial)
13248
Surplus
Or Deficit
-1534
Crop codes: Crop -unit
A=Barley-bu.
I=Oats-bu.
B=Bermudagrass(graze)-tons
J=Rye-bu.
C=Bermudagrass(hay)-tons
K=Small grain(graze)-acre

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
1 0._,,!
12
--------------
_�S7�o �'�S� A72 GL _-,zt, i:?
,------------------------------------------
Prepared by: Z-�- �/V Title: Date: o !I N
Concurred in by: Date:
Pro ucer
I understand that I must own or have access 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.
a Date: 101 1
Pro ucer
Technical Specialist: Date:144
(Copy to producer and copy to case file)

� rt"
WASTE UTILIZATION PLAN
----------------------
Owners name--:ELTON SMITH
Mail Address-:GOLDSBORO
County:WAYNE
Type of production unit ---- :FEEDER TO FINISH
Number of animal units-----: 4320
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: ,__180 days
Method of application ------ :IRRIGATE
Amount of animal waste produced-----------------: 8208 tons/year
Amount of plant available N produced by animals-: 9936 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land 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
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 that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates 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 land 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. Soil incorporation
of waste will conserve nutrients and reduce odor problems.
/a

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code /Acre /Unit Used Apply
4979 19 Ba K 0 100.00 1034 S-APRIL
4979 19 Ba B 4.5 50.00 15.5 3487.5 MAR-OCT
4979 20 Ba K 0 100.00 1414 S-APRIL
4979 20 Ba B 4.5 50.00 21.2 4770 MAR-OCT
----- ----- ----- ----- ----- ----- ----- ----- ------
Total 36.7 10706
Available Nitrogen (includes commercial) 9936
Surplus Or Deficit -770
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
Acres to
Overseed
10._
14.1
24.5
Z

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
¢'=-----------------------------------------------
------------------------------------------------------------------
t
Prepared by: ; A ,. % Title: r? Date : /a///�f
Concurred in by: .L, _ _ Date: o /
Producer
I understand that I must own or have access 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.
Date:
Producer
Technical Specialist:; Date:
(Copy to producer and copy to case file)
Zi

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WAYNE COUNTY, NORTH

Attachment B
Page 1 of 3
North Carolina Agricultural Extension Seraice
Agh-Waste Ma--n-agement
Bicidgi ZT =d t�.oaT'^ �'` Z:ngZ71�'�Zo
OF LA , i :�'"'CH3 A
.Fames C. 3ar3c�-*
Z. IZA2M CO",
3. Sri -Sol Lot 'Saga
_. S=aped dL�c-1 y, lot s = =made
North Ca B-= Suit
a. Pry laariad sp�_a.cie=, caliec� aaot.� 2 Is a= m�a �-�
;; . 3+t s-^raga
a. collect abo=-- 2 lbs o_ M�a —'om I= 'per tie sz -ire
a4aidia9 ber.r.-": g ma-a_^lals and Lsi=:; -,c�-=7'7 : c
Z. }fa- =z s1a'--7
_. IIinde=-slo=ad-aocr pit
a. Z=zz:md a 1/2* roroetai lic ccaci: -z ape= oa both ends pro
-«e to pit foor.
b. Seal tmper end o-ff (e.g., by plat:=& a -.�..:,:o ova= end
o� coaare t) upping ===a that has a=rarad love= e=d, remove
and e=tq s1--y ir.co plas.:lc buclmc or c
c. iasa snbsaaples 5 or note Iona -ors ar a- lease 1 a-.:ar-_.
d.. u4- and add about 3/4 pint to nonmetallic sale caazai=e=.
ii- Ex-a:rL or storage baste or tank
a. uaka sort mm=m has bee= well v h a lia=id _ ^+*—a
c^cpper-ag{ :flat pt.,.^p or prcpe� i er agita=ar.
b. lake sacs —!as Ana about 5 pit locat-4o-s, :!=cm agi=a —r p
ar = oa m=*=Z spreader and place 1= a plasmic bucket.
* Pro-dtssor and r :-arsioa Sped 21 4 'zz, Biological and
Dena"�en-, ?vor-� Cz--nl=..a S-e IIa=ve_si .'tialaigh, *TC.

.Attachmeac B
Page 2 of 3
c. Fix and add 3/4 pint to a no=sra? lic sample container.
C. lagoon Liqa-ld
L. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
U. From lagoon
a. Place a small bocte--(1/2 pint or less) an and of 10-15' Dole.
b. Eatend battle 10-15, away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within l' of liquid sur=aca.
e. F.maty into a plastic bucket, repeat about 5 times arovand
lagoon, ta;s, and add 3/4 pint to no=erallic sale coma:net.
D. Broiler or Tirksy Litter
L. House litter
a. 0; M-11y inspect litter for areas oz" vaz7'--ig quality, e.g.,
areas aro=d feeders and :caterers, 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 litter of similar visual quality is
around feeders and waterars, 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. Alter 5 subsamnles have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add Z-3 lbs to nonmetallic saaale container and seal.
>o
i i i I j jI j
I � i

Attachment B
Page 3 of 3
IZ. SA`2+9Z: P3`sBA^'2oN AND ZRAzW-,=—
A. Place saaale into an expandable container that can, be sealed. Ruse
residues from comtaizer with clean, water but do
not use dime's=aecta-ir„S,
soaps, ar teat is any other way.
B. Pack sample in ice, refrigerata, freeze, or C".2=ZEar to Lab quickly.
C. Hand-del=ve�y is most reliable way of sample t=ans-car.
D. 1- mailed, protect sample caatai=er with packing t �
matt_ -.a. ,r^ as
newspaper, box or package with wrapping gaper, and tape.
E_ Cammerciall sample contai-:ers and sailers are also available. Contacts:
i. Eastexn,�Ag csl.tr�-a1 Lab, Inc. Li-,. Poly`oam Packars Corp.
7621 Ahitaain,e Road 2320 S. v.osze= Avenue
Richmond, VA Z3237 - rS heeling, n 60090
Ph: [phone] Ph: [phone]
ii_ Fisher Sc_enti is Co.
3325 Vi=Cca Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901. .anew=? l e A-7enue
For- Atlr4= an, W-_, 53538
Ph: [phone]
F. P=i7a=e analytical, labs are available, but sample ar-alyses are costly.
G. The NCDA provides this saz-rice for Nort'n Carolina residents.
i_ Address: North Ca-rol-;=a Deaarent of Agri "Zi iy-e
Agronomic Divisica
Plaat/Taste/Solution Advisory Section
Blae Ridge Road Center
P.O. Box 27647
Raleigh, NC Z7611
Ph: (919)733-Z635
Attn: Dr. Ray Campbell.
ii. Forward $4 along with the sample.
iii. Include the follow'--g identificatica in oxmation with sample:
a. Livestock species (dairy, swi-.a, tkkay, etc.)
b. Livestock usage (wine -nursery, finishing; ==—key_breeders,
brooderhouse, grower, nt=ber flocks owrx an litter; etc.)
c. Arita type (da 77-lat scraped marzura, Lquid slummy; s'.T+ a -plc
sIu''rq, lagoon liquid, sludge; broiler -house Zit-er, stockpile
iv. Routine analyses performed on all samples: N, 2, R, Ca, 2.39, Na,
S, Fe, '.a, Zn, Ca, B
V. Additional analyses per_or=ed upon reuuest: DLf, '*o, Cd, Ni, .Pb

Total Volumes
Grid cell size: 4.94 by 4.93
Original drawing scale: 100.00 ft/in
---------------------
Project: Elton Smith
Drawing: Drawing 1
Number: GHF092
Location: Wayne Co.
Bid Date: �...�
Engineer: G. Pettus
Owner: E. Smith
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/05/94 Time: 13:58:28
rinal surface: Proposed
_nitial surface: Existing
Tight Volumes Expansion (%) Expanded Volumes
Cut 33960.12 0.00 33960.12
Fill 25450.65 25.00 31813.32
Difference 8509.47 Net Export 2146.80
All volumes are in cubic yards.
M

-----------------
Site Balance Report
Grid cell size: 4.94 by 4.93
Original drawing scale: 100.00 ft/in
----------------------
-------____
Project: Elton Smith
Drawing: Drawing 1
Number: GHF092
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: E. Smith
Estimator:
-------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/05/94 Time: 13:59:29
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
33960.12
Fill
31813.32
Cut - Fill
0.158
33165.65
33513.76
2146.80
-348.11
0.136
33276.04
33275.71
0.33
Raise "Proposed" by 0.136 feet.
2?

Orientation: -45.0
54.
52.
50.
48.
45.
44.
42.
40.
Lower Left
iCS
3D Mesh Surface
Proposed
Project: Elton Smith
Drawing: Drawing 1
Number: GHF092
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: E. Smith
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/05/94 Time: 14:01;33
I
Inclination: 20.0
3D Mesh Surface

8.50
I
:....a L•:_ . _ ---------... --- -- -- 9.00
i
48.50 :. f Gi
-:
49.00
,.. _. ...
9.00
:
I
:
48.50 9.00
:
I
:
i :
:
:
:
8.50
48.50 48.50
...:..,..:.
48.00
'
47.50
I<:'Al 49.20
Report: Plan View Cross-section Locations
Project: Elton Smith
Drawing: Drawing 1
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK I..
Date: 10/05/94 Time: 14:07:02
Gi ffa Scale: 110 4t/in

Cross -Section Plots
Digitized Points
Horiz. scale: 80 +t/in Vert. scale: 3 +t/in
54.5
53.0
51.5
50.0
48.5
47.0
45.5
44.0
42.5
41.0
39.5
ill 38.0
Project: Elton Smith
Drawing: Drawing 1
Number: GHF092
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: E. Smith
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/05/94 Time: 14:10:09
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ... . . . . . . . . . . . . . .
............. ...... .................... .......... ...... .........................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PropDsed
..................... ............... I
...................................
......................
............ .. ....... ...................................................
.................. .......................................
. . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . .
................... ................ ............................ ................................. .......................... ........................................... .........................
Exising
..........................
................. ....................................................................................................
...............................
....................
.. . ..... ...........................

54.8
53.3
51.8
50.3
48.8
47.3
45.8
44.3
42.8
41.3
39.8
�) 38.3
IJ
Cross -Section Plots
Digitized Points
Horiz. scale: 80 ftiin Vert. scale: 3 ftiin
Project: Elton Smith
Drawing: Drawing 1
Number: GHF092
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: E. Smith
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/05/94 Time: 14:13:59
n - n.
+ :........................................................................................................................ ....
............................................................ ........................ ................................................}.................
Proposed
.............................................................
............. :....... ........................................ . :..._.,:.:�:..:.::'...:........................
...................................................................................................l. ..........................................................
...............................................................................................
...................................................................................................... ' ......................................................
Exis ing
.............................................................................................
...................................................................................................................................................................................................
556.7

,.D.A. SCS-CPA-026 1. Name and Address of Person 12. Date of Request
,oil Conservation Service (June91) !�- SM,-71,
3
r 3. County
HIGHLY ERODIBLE LAND AND WETLAND o C.
CONSERVATION DETERMINATION 75 3
<1.. Name of USDA Agency or Person Requesting Determination 5. Farm No. and Tract No.
SECTION I - HIGHLY ERODIBLE LAND
FIELD NO.(s) TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes No ❑
Are there highly erodible soil map units on this farm? Yes ❑ No _
List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985: and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office ❑ Field
SECTION 11- WETLAND
11. Are there hydric soils on this farm? Yes M - No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC).. Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
74. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made. _
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
f7. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28,1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
�0. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields
with FSA. -
FIELD NO.(sl I TOTAL ACRES
are considered maintenance and are in compliance
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office ❑ field®, and was delivered mailed❑ to, the person on
28. Remarks. C L0 A/A
G.A o..-� -
PPI&-e
Q..Z
c )eo_r lcv,d
29. 1 certify that the above determination is correct and adequate for use in determining 30. Sign re of SCS District Conservationist 31. Date
eligibilityfor USDA program benefits, and that wetland hydrology, t soils, and
hydrophytic vegetation under normal circumstances exist on aIl'areas as outlined as G � �12_0
Wetlands Farmed Wetlands and Farmed Wetlands Pasture.
Assistance and programs of the Soil Conservation Service available without regard to race, religion, color, sex, age, or handicap.
SCS Copy
,i

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL/ INFORMATION
NAME- -- _
--------------------7 -
------------------------
TELEPHONE-
LOCATION 3v_v__
9 01 -Vci&15LZ
------------ ------
------------------
SIZE OPERATION--L--Z'5-&-'-%�Z&
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER ago -FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO / If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE -LINE"
PERENNIAL STREAM? YES- NO----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO ----
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- N0kfl -
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1
ma 2 9 Z019

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES-!--- NO ----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? 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 ENVIRONMENTAL MANAGEMENT TO DETERMINE 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 ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and qn-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO-IZ--
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
{ PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-f-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-Z--
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPOPANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO -
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-'k'-"-
If yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH' PRODUCER.
........PREDOMINANT WIND DIRECTION., YES---- NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES-Iff� NO----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES- -- NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO ----
Page 2

1.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES - 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------
ISA CLAY LINER REQUIRED? YES------ NO--'!f�--
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO------
QUEST IO ABLE--------
IS A CORE TRENCH REQUIRED? YES--V- NO------
(Attachsoil investigation sheet to site evaluation.)
SITE APPROVED YES- -- NO------ CONDITIONAL --------
COMMENTS --- S'LL0€---- �`�;/� -�'E� -- ,}f n. �--SO=L------
�� �,� s __ w .�li w✓__-��5 ��__ ^�--=-------------------------
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 MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE- �L--Alt&'-------- DATE--21�- 9y -
Page 3

" /23/97 11:48 FAX
19004
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form I 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: -Y-- 77
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
applicants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operatiops;
2. Two copies of a general location map indicating the location of the animal waste facilities and `' ��
field locations where animal waste is disposed; `
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.
I1. GENERAL INFORMATION:
2. Print Land Owner's name: EMS Hoa Farms Inc
3. Land Owners Mailing address: 3272 US„11 North _
City: Goldsboro, NC Zip: 27534
Telephone Number: 919-751-2772 _
4. County where farm is located:
5. Farm Location (Directions from nearestmajor highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified):
6. Print Farm Manager's name (if different from Land Owner):_ _
7. Lessee's / Integrator's as (if applicable; please circle which type is listed): Goldsboro Hoc, Farms _
FORM: AWO-G-E 2/26/97 Page I of 3

''23/97 11:53 FAX
Q001
III. OPERATION INFORMATION:
l . Farm No.: 96-211
2. Operation Description: operation
Feeder to Finish
J%N -Certified Design Capacity
Is the above information coaect? El yes; t`-, no.
If no, correct below using the design capacity of the facility
Tune of Swine &. of Aubmals Tune of Pouhry No. of Animals Tyne of Cattle No. of Animals
0 Wean to Feeder
0 Feeder to Finish 5 I� b
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm.:
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
* Current animals on farm 1440
No. of AnimalsL
3. Acreage cleared and available for application: `; Required Acreage (as listed in the CAWMP): -17
4. Number of Lagoons: 1 ; Total Capacity: 1181333 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (0)
5_ Is animal waste being applied on any field which has subsurface drains? YES or�J (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or(!R) (please circle one)
I V. APPLICANT'S CERTIFICATION:
I, - Mike Smith
(Land Owner's name listed in question II.2), attest that
this application for EMS Hog Farms Inc. _ (Farm name listed in question IL 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 a that if all required supporting information and attachments are not included, this application package
will be returned to nne into pi te.
Signature _- Date Y
-22
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
{Managers name listed in question II.6), attest that this
application for _ _ _ _ _ _ _ _ (Farm name listed in question 11.1)
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

Swine Farm Waste Management Odor Control Checklist
Source Cause RMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production jO - Vegetative or wooded buffers;
0 Recommended best management practices;
IN Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Z Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
l0 Waterers located over slotted floors;
O Feeders at high end of solid floors;
• Scrape manure buildup from floors;
• Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
Dust
Indoor surfaces • Dust
0 Fan maintenance;
IR Efficient air movement
A Washdown between groups of animals;
® Feed additives;
0 Feeder covers;
9 Feed delivery downspout extenders to feeder
CMAM
Flush tank covers;
Flush tanks
• Agitation of recycled lagoon
O
liquid while tanks are filling
O
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
O
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
Rl
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump tank
0
Sump tank covers
filling and drawdown
Outside drain collection
• Agitation during wastewater
O
Box covers
or junction- boxes
conveyance

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater 9 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level ` f!
Lagoon surfaces • Volatile gas emissions; a Proper lagoon liquid capacity;
• Biological mixing; OF Correct lagoon startup procedures;
• Agitation t3 Minimum surface area -to -volume ratio;
114 Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
irrigation sprinkler • High pressure agitation; Cq Irrigate on dry days with little or no wind;
nozzles • Wind drift g Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface . Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ 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;
Manure, slurry or sludge
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
• Agitation when emptying
• Agitation when spreading;
• Volatile gas emissions
• Volatile gas emissions while
drying
❑ Remove settled solids regularly
❑ Soil injection of slurry/sludges;
❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
❑ Soil injection of slurry/sludges
❑ Soil incorporation within 48 hrs.;
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition CK Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in uurtai pits;
pits ❑ Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around . Improper drainage; v IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 1f 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

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Cl Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids 181 Maintain lagoons, settling basins and pits where
est breeding is apparent to minimize the
Excessive Vegetative • Decaying vegetation
Growth
P
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
S Maintain vegetative control along banks of T
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
— -- _� Dry Systems
Feeders • Feed Spillage Cl Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
tff Cleanup spillage on a routine basis (e.g., 7 - to
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Cause Bmps to Control Insects. Site Specific Practices
c.....•,.a
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where `waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
_ needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O 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
_-
- 13M1 Ps to Control insects
y� lSite S ecific Practices
OLUIAIN
stlLLl AJ Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
Lagoons and its • dischar e
p 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
growth Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accu nulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
. reed spillage
F
0
�r S stems
Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause
Feed storage Accumulations of feed ®
- _ -- 1g1�Ps to, Control InsectsSale Specific Practices-- —
Reduce moisture accumulation within
residues
and around
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)
13
Inspect for and remove or break up accumulated
Animal holding areas Accumulations of animal ®
solids in filter strips around feed storage as needed
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
Dry manure handling Accumulations of animal ®
accumulated solids as needed
Remove spillage on a routine basis e.
( g.'
systems wastes
�
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
®
Provide for adequate drainage around manure
stockpiles
®
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology,
Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMEIIGENC-17ACT
ION WAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management S stem
Soil and Water Conservation Districtt((SWCD
Natural Resources Conservation Service ) -- --- ~ -- This plan will be implemented in the event
overflowing, or running off site. You should not was
until
that wtes
this does
m your operation are leaking,
Your property to consider that you have a problern. you Should
reach surface waters or Ieave
not happen. This plan should be Id make every effort to ensure th
the facility, The foIIowin Posted in an accessible location for all at
g are some action items you should take. employees that
• Stop the release of wastes. De
Suggested responses to some pending on the situation, this may
Possible problems are listed below. may not be possible.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation 2) Pump wastes to fields at an acceptable of dam.
3) Stop all rate.
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 C. Leakage from the waste I) Stop recycle pump. pipes and sprinklers -action inc occurred.
Jude:
2) Stop irrigation pump.
3) Close valves to eliminate further- discharge.
4) Repair all leaks prior to restarting pumps
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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:
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2) local SWCD office, phone number:
3) local MRCS office, phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: _
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
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