960200_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 96-0200
Certificate Of Coverage Number:
AWS960200
2.
Facility Name: Uzzell Swine Farm
3.
Landowner's Name (same as on the Waste Management Plan):
Thomas P Uzzell
4.
Landowner's Mailing Address: 404 Walnut Creek Dr
City: Goldsboro taZ_ �� �? State:
NC
Zi 27534
p:
Telephone Number: ft 5 Ext. E-mail:
5•
Facility's Physical Address: 419 N Beston Rd
City: La Grange State:
NC
Zip: 28551
6.
County where Facility is located: Wayne
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Maxwell Foods LLC
10.
Operator Name (OIC): Thomas P. Uzzell
Phone No.: 919-922-2467
OIC 4: 16596
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: . Operations Type
Allowable Count
Swine - Feeder to Finish
2,880
Operation Types:
Swine Cattle
Wean to Finish Dairy Calf
Dry Poultry
Non Laying Chickens
Other Types
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep -Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers
MAR $ 8 2019
',�l r QuO111Y
ag10rons Dn

ROY COOPER
Governs^
MICHAEL S. REGAN
secrerary
LINDA CULPEPPER
D:rcctor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Thomas P Uzzell
Uzzell Swine Farm
404 Walnut Creek Dr
Goldsboro, NC 27534
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hns://dea nc gov/about/divisions/water-resources/ ater-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 Vour con inued coverage under the State Non-Discha General Permits. you must submit an application for
permit cover e to the Division. En losed v will find a "Re ue for Certificate of Cov rare Facilitv CurrentlYCovered by an
Ex irine State Non -Discharge Jeneral Permit." The a lication form must be com let signed and returned by Aril 3 2019.
Please note that you must include one 1 copy of the Certified Animal 3yaste Management Plan CAWMP with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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 - AWS960200
Maxwell Foods LLC
North ors rra Departtrer,t of cr 0 1enta Qua ty � D usort , niter Resources
B12 N. Sa stun° St. I ISSE his rum =^t=r Ra e gh, Nortah t am rta 2?c3�-1B3c

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
12/2/1994
3
72,�0
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 NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: 1 h 'n4 �nir��5 ` ) ? -2 r Title: ©� N'e `� q
Signature: Date: r s2-o L I
'n
Name:
Signature:
Name
Title:
Date:
Title:
Signature: _ _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality .' anagement 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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
aLandfill 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
OO Complete incineration according to 02 NCAC 52C .0102.
I. �,Y ® A composting system approved and permitted by the NC Department of Agriculture & Con-
LL 1 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.
aIn the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional 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 Far er/Manager
Signature of echnical Spec st
Date
f
Date
-r-

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday, February 20, 2001
Producer: Th
omas Uzzell
Farm Name:
Telephone # :
Type of Operation
Number of Animals:
Uzzell Swine, Inc.
419 North Beston Road
La Grange,NC 28551
[phone]
Feeder to Finish Swine
2880 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
Pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing
maximize the fertilizer value of the waste and to ensure tthat it sutilization appliedplan in ander to
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

f
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs X 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs X 2.3 lbs PAN/hogs/year = 6624 PAN/year
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NACRE USED TIME
5178 1 KENANSVILLE ALL Bc 4. 235
5178 1 KENANSVILLE ALL 19.91 4678. MAR-OCT
5G 1. 75 D 19.91 1493.25 SEP-APR
5178 2 KENANSVILLE ALL BC 4.7 235
5178 2 2.5 S92.2 MAR-OCT
KENANSVILLE ALL SG 1.5 7 0 2.52_ 189 SEP-APR
TOTALS. 6953.3
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEAS
(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 abnvp-
CROP CODE CROP
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
SG SMALL GRAIN OVERSEEDED
UNITS LBS N/UNIT
TONS 50
AC 50
Page 3

TOTALS FROM TABLES 1 AND
ACRES LBS AW
N USED
TABLE 1 22.43 6,953
TOTALS. j 22.43 6,853
AMOUNT OF N PRODUCED. 6,624
—BALANCE -329
*** This number must be less than or equal to 0 in order to fully utilize the animal waste
N produced.
Acres show in each of the preceeding tables are considered to be the usable acres
excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and
perimeter areas not receiving full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1065.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The fallowing table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
5178 -1.--2 KENANSVILLE ALL SG 0.60 "1
5178 1,2 JKENANSVILCE ALL I BC 1 0.60 1 *1
_I.
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
This WUP was amended on 2/20/01 as a result of DENR's request to show controlled
grazed and reduce the PAN rate on the small grain to 75 Ibs since it is grazed. The acres in
field 1 are the actual wetted acres per the irrigation design and the acreage in field 2 reflects
acres that are available for land application with a honey wagon. This acreage is located
along the north side property line (100' x 1100'). The 75 lb PAN rate for small grain is
utilized with the following conditions: (1) no application to bermuda after August 31, (2) the
small grain must be irrigated on in split applications, Sept 1-5-Oct 31 and Feb -Mar, with no
land application in Nov, Dec and Jan and (3) the small grain must be harvested or grazed off
by April 7.
Page 5

PLANS & SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application does not occur during a
season prone to flooding. (See "Weather and Climate in North Carolina" in the MRCS
Technical Reference - Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
Page 6

component of a swine farm shall be at least 50 feet from any residential property boundary
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.
Page 7

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: Uzzell Swine, Inc.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to DEM before the new animals are
stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation
equipment, to land apply the animal waste described in this waste utilization plan. This
equipment must be available at the appropriate pumping time such that no discharge occurs
from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied
on the land according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Thomas Uzzell
SIGNATURE: Z DATE: -2
NAME OF MANAGER (if different from owner):
SIGNA
please print
DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE: lk�DATE: 20 r�apl
Page 9

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM AM Y BE PHOTOCOPIED FOR USE AS General Permit Existing Liquid Animal W) 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.
L GENERAL INFORMATION:
1.1 Facility Name: Uzzell Swine Farm
1.2 Print Land Owner's name: Thomas Uzzell
1.3 Mailing address: 205 Tramway Dr
City, State: Goldsboro NC Zip: 27534
Telephone Number (include area code): 919-778-9807
1.4 County where facility is located: Wa ne
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Take US 70 East from Goldsboro to NCSR 1719.
Travel North on 1719 approximately 1.5 Miles; farm is on the right.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Goldsboro Ho Farms
1.8 Date Facility Originally Began Operation: 01/01/91 _
1.9 Date(s) of Facility Expansion(s) (if applicable) 12/17/92
2. OPERATION INFORMATION:
2.1 FacilityNo.: _96 _ (county number); _200 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
2880- Certified Design Capacity
Is the above information correct? E:Z yes; = no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
T e of Swine No. of Animals Tempe of Poultry No. of Animals T•, , e of Cattle No. of Animals
Wean to Feeder Layer _
- Dairy
Feeder to Finish Non -Layer Beef _
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 96 - 200

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 40.00 ; Required Acreage (as listed in the AWMP): 20
2.4 Number o lagoons storage ponds (circle which is applicable): 1
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoons
()? YES or a(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 1/24/91
What was the date that this facility's land application areas were sited? 1/24/91
3• REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space prodded next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit -Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUp.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
ORM: AWO-G-E 5/28/98 Page 2 of 4 96 - 200

Facility Number: 96 - 200
cility Name: Uzzell Swine Farm
4. APPLICANT'S CERTIFICATION:
11 _ Thomas CTzzell
. _ __ (Land Owner's name listed in question 1.2), attest that
this application for Uzzell Swine Fam (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as mcoipplete. ^� v
Signature _ Date L —� a
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
_. (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 96 - 200

United States Solt
i s Oecartment of Conservation
Agriculture Service
OPERATOR: 7�4.,14,AS `A ZZL-r—Z-
Please review the attached plan and specifications care.`ully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is -expected so that final construction meets plans and
specification and the Job can be certified for payment (if cost -sharing
is involved).
The pad dimensions and -grades are the best estimate. The BUILDER or
CONTRACTOR is -RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement:
Estimate of Excavation:
Estimate of Pad & Dike:
5 /S 3cu.ft. = cu.yds.
cu. ft. = /�zrq cu. ydS.
cu.ft. = `► `f 7" cu.yds.
Ration
Job Class_ r Z -
Da to r
Designed By
Name
Design Approval r_J,
Name
L - /'Z--9
Da to
O Tne Soil Conaervauon Service
's an agency of :ne
Deaartmer.t of AgnCWture

' OPERATION AND MAINTENANCE PLAN
� . ^ _--_--------------------_-----
Th|s lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,f|ushin8 operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposa|. Methods of application include solid set,
center pivot, guns, and traveling Sun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors'during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment 8)
before land application,
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 51.3 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 49.3 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repdir any eroded areas or areas damaged by rodents and
establish /n vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
out |ets.
8. 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.

Lt. S. Department of Agriculture
Soil Conservation Service
Lk "A
HAZARD CLASSIFICATION DATA SHEET FOR @M
NC-ENG-34
September 1980
File Code: 210
Landowner do s u Z ? Ea— County VIA 11 gzf
Community or Group No.
Conservation Plan No..
Estimated Depth of Water to Top ofBBw Ft. Length of Flood Pool 3+ S Ft.
Date of Field Hazard Investigation L zzq 2.
i I
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. El ev. :-St. L ; evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft.
1
2
3
Describe potential for loss of life and damage to existing or bable future downstream
improvements from a sudden breach �'dot-�� : Sc.c16&1 �3R --A" j2�s-_ MQ b�06de
oft PR,,.4 -A .. A-P/N/i om,4fC:G�f Z 6&tIC5 /785 A-AtE - _ Z ,,/La
Hazard Classification I-ofAbB a) b, c)
00
Dam Classification (I, II, III, IV, V)
LIM
b.57�
title
(see NEM-Part 520.21)
Concurred By ] Lname title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date %j-/b-�Z
Date ?u

Operator:THOMAS UZZELL County: WAYNE
Date: 12/02/92
"istance to nearest residence (other than owner): 1800.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish)
0 sows (farrow to feeder) » 141T |bs^ = 0 /bs
2880 head (finishing only) » 522 |bs^ = 0 /bs
0 sows (farrow to wean) « 135 |bs^ = 388800 lbs
0 head (wean to feeder) : 433 /bs^ = 0 /bs
x 30 /bs =
~ 0 |bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 |bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 |bs. SSLW x Treatment Vo/ume(CF)/lb SSLW
Treatment Vo|ume(CF)//b. SSLW:::^
Volume = 388800 cubic feet 1 CF//b, SSLW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
4^ TOTAL DESIGN VOLUME Sludge will be removed as needed.''
Inside top length 365.0 feet ; Inside top width 200.0 feet
.vP of o/xe at elevation 53.0 feet ^ ee
Freeboard 1.0 feet ; Side slopes
Total design lagoon liquid level Pes 2~5 : 1 (inside lagoon)
at elevation 52.0 feet
Bottom of lagoon elevation 420
feet
Seasonal high water table elevation
�/on 48.7 feet
Total design volume using prismo/da/ formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 360.0 195.0 10.0
AREA OF TOP
LENGTH * WIDTH =
360.0 195.0 70200.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
310.0 145.0 44950.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
335.0 170.0 227800.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 .0200.� 227800.0 44950 0 , 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 571583 CU. FT.
�
t+

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
365.0 200.0 73000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL
DA
73000.0 square feet
Design temporary
storage period
to be
180 days.
5A. Volume of waste
produced
Approximate
daily
production
of manure
in CF/LB SSLW 0.00136
Volume =
388800
Lbs. SSLW *
CF of Waste/Lb./Day
* 180 days
Volume =
94947
cubic feet
58. 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 recircula!
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon-.-.
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 42583.3 cubic feet

�D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per
foot * DA
Volume = 42583.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 42583 cubic feet
5D. 42583 cubic feet
TOTAL 180114 cubic feet
6. SUMMARY
Total required volume 568914 cubic
feet
Total design volume avail. 571583 cubic
feet
Min. req. treatment volume plus sludge accumulation
388800 cubic i
At elev. 49.3 feet ; Volume is 391994
cubic feet
(end pumping)
Total design volume less 25yr-24hr storm
is 529000 cubic
feet
At elev. 51.3 feet ; Volume is 523120
cubic feet
(start pumpin,,
Seasonal high water table elevation 48.7
feet
T. DESI8NED BY:14�Adin��
APPROVED BY:
A&5�j,
DATE:DATE:
/I~/7-�z_
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
�
�

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 LBS. FESCUE GRASS @ 6@ |�q /urpE
� �� ���'.��`�
(BEST SUITED ON CLAYEY OR
WET SOIL CONDITIONS)
SEEDING DATES:
SEPTEMBER
15 TO NOVEMBER 30
0 LBS.
'PENSACOLA' BAHIA
GRASS @
60 LBS./ACRE
(SEE FOOTNOTE
NO. 1)
SEEDING DATES:
MARCH 15 TO
JUNE 30
16 LBS.
HULLED BERMUDA
GRASS @ 8
LBS./AC.
(SUITED FOR MOST
SOIL CONDITIONS)
SEEDING DATES:
APRIL 1 TO
JULY 31
60 LBS.
RYE GRAIN @ 30
LBS./ACRE
(NURSERY FOR FESCUE)
VW-LBS.
RYE GRASS @ 40
LBS./ACRE
(TEMPORARY VEGETATION)
LBS.
SEEDING DATES:
________________________________________________
DECEMBER 1
TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA 8AHIA8RASS IS SLOWER TO ESTABLISH THAN COMMON
8ERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
-�
/

WASTE UTILIZATION PLAN
----------------------
Owners name--:THOMAS UZZELL County:WAYNE
Mail Address -:EASTERN WAYNE
Type of production unit ---- :FINISHING
Type of waste faci|ity-----:Anaerobic Lagoon
Your animal waste management fac i | i ty has been designed for a
given storage capacity. When the waste reaches the designed
level, it 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 on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so 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. injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of faci/ity. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
TIJ
bT}dwQ8y of your waste management facility is based on the
Amount of Waste Produced Per Year:
----------------------------------
2880 animals x 1.9 tons waste/anima(/yr= 5472 tons
total waste
��

PaSe 2
Amount_of_P|ant Avai|ab|e
Nitrogen
Produced Per
Year:
- -- - - - - - -
- - - - - - -
- - - -- - -- - --�������������������
2880 anima|sN/anima|/year
=
6624
|bs./yr
Avai|ab/e N
APP/ying the above
time
amount
of waste
is a b�g Job
You shou|jar
and have
a time|y manner.
appropr�ate
equipment
to app^y
the w
t i
e n
Your
faci|ity
is
desi9ned for'
180as
oays »f
stora8e. Therefore,
it wi
|( need to
be pumped every
months.
6
Tract Fie|d Soi|
Crop
Yie|d
Lbs. N Acres
Lbs N
Month to
No Type
Code_
_
_
Per Ac.
----- -----
Us^d
-----
App|y
------
51T8 LA,KE
�178
6 T Tons
400 9 0
3600
MAR AU8
1 DR,KE
----- -----
2 100 Bu.
150 21^0
3150
MAR-
-----
-----
-----
----- -----
Tota| 30.0
----_
6750
------
Avai!ab{e
Nitrogen
6624
Surp/us
Or Deficit
-126
Crop codes: 1=Cerea/ 8rain; 2=Corn; 3=Fescue; 4=Ran8e Gr Bermuda
5=ControI 8razed Bermuda; 6=Hay}and Bermuda ^
Narratve of Operation:
-----------------------
ZgS
Ca| |the Soi | and Water Conservation District Offi
ice after you
rece ve waste ana|ys�s report to obtain the amount per acre t
app|y,and the irri8ation app|ication rate pr/or to app!yin«
Prepared
Name --��------ -�-�-���
Tit|e Date
Concurred in by: ~��»
Date
(Copy to producer and copy to case fi|e)
�
�

Page AM-9maox
*The |a800n component of this waste management system is
designed for 180 day temporary storage,The maximum
practical period to apply waste o
June). Therefore a winter » corn �s 4 months (March-
c««er
crop will need to be Planted by October
rye grain »r small grain
of nitrogen (20 units) applied after planting. No reduction
remain n rye cover sine residue will
44

SPECIFICATIONS FOR CONSTRUCTION OF WASTE �-TREATMENT LAGOONS
----------------------------------------------------------
C|earin8:
All trees trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris.The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as
shown inhe |ansPwA 16wj �
~l~//4e
SCA»A'7~PyAr_
�
���� SC AAA 7ZP/AL_
Construction:
-------------
Construction of excavated and earthfi|/ areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfi|| shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfi||ed and
compacted with a suitable material (je-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
Al| exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as Possible after
construction.

SCS-ENG-538
Rev. 5-70 U. S. DEPARTMENT Of AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED D) SITE
FARMER'S NAME *WMAS UZZELL DISTRICT WA` NiF 5NcV
DATE ID-IR-RZ COUNTY WAgWeT
S. C. S. PHOTO SHEET NO. NQ WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES C �S WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1'r= feet)
Locale reference point In center line of dam and identify on sketch.
SHOW
BORING NUMBER AND PROFILE
B{�.5 3Z5t /
L
DES;
Make and (on dam -site and necessary)
borings first - then ponded area and borrow pit borings . separate with vertical red tine-
(Continued on back where necessary) Show water table elevations on dam
L �N65
I
SCALE
1
1 1 i
3 f
4
5
,l 6
7
8
Utz
10
� 11 12 1 13
-site
114
borings.
_ 15 16, 17 I8 i 19 201 21 z2 23
n ' "" -3ver�
�-
SM
j
' M
.
5MNAL 1<
' " "Le
1-Z
Sf1A
SM
O
I
"
Z 3
E I-6-v, 56.-7
3 4
S Lk
b7
8
�
i5G
k
I
1--rzS.-7
8-9
q.1d
16,111
IIS+N
I
J
I
SM
650RbR QETTIIS At
BORINGS
ARY E�TDuzuizwAbE
MDF.
-- -

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP - Poorly graded gravels
GM - Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP - Poorly graded sands
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
ML -Silts; silty, v. fine sands; sandy or clayey silt
CL - Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH -Elastic silts
OL - Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g- gravel
s - sand
vfs -very fine sand
sl - sandy loam
fsl -fine sandy loam
1- loam
gl - gravelly loam
si - silt
s•il-silt loam
cl - clay loam
sicl -silty clay loam
scl -sandy clay loam
sic -silty clay
c - clay
1. Suitable material for embankment is available "eJ Yea
rw+ene [:] No (indicate inhere (ocutea on the sketch an
REMARKS:
2. Explain hazards requiring special attention in design (Seepcoe. jpring..roak etc.)
GENERAL REMARKS:
1Z

Us Department of Agricu/tur�
Soil Conservation Servic(.
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
-�F-11K�11��01, " ; K1E_*1111_11_
in
WAYNE County, North Carolina
Designer : S0M
Checker
Date : 12/07/92
Date
Job Number 19E
___-_----------
- ----------
EXCAVATION
TEMPLATE DATA -
Beginning Elevation = 42
Beginning Station = 52+.5
52+.5 to 1+00
C\2.5CL165/.01
0.00000
ft/ft
1+00 to 2+00
C\2.5CL165/.01
0.00000
ft/ft
2+00 to 217.+75
C\2.5CL165/.01
0.00000
ft/ft
SECTION NUMBER J.
Centerline Station 52+.5
ORIGINAL DATA:
0.0 / 49.5 100.0 / 50.0
135.0
/ 51.6
145.0 / 52.2
155.0 / 52.
165.0 / 53.2 175.0 / 52.6
185.0
/ 48.6
195.0 / 44.6
202.0 / 42.
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 49.6 100.0 / 50.6 135.0 / 51.6 145.0 / 52.2 155.0 / 52.
165.0 / 53.2 175.0 / 52.6 185.0 / 48.6 195.0 / 44.6 202.0 / 42.{
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 50.7 100.0 / 50.8 135.0 / 51.9 145.0 / 52.4 155.0
165.0 / 53.5 175.0 / 53.3 185.0 / 49.3 195.0 / 45.3 202.0
ECTION NUMBER 4
Centerline Station 217.+T5

EXCAVATION (continued) 12/07/92
pa8e 2
ORI8INAL DATA:
0.0 / 50.7 100.0 / 50.8 135.0 / 51.9 145.0 155
165.0 / 53.5 175.0 / 53.3 185.0 / 49.3 195.0 / 45.3 202^0 / 42^
MAR ^ ~
-���O��
~^w

US Department of Agriculture
Soi| Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
-T- PH 1-1 Ack E,3 K�2' -7: I=K_K_
/»
WAYNE County, North Carolina
Designer
: 8IH
Date
: 12/07/92
Checker ______________
Job Number 19E
Date
-----------------
*******************************************************************************
EXCAVATION
8ot
Left Right
Off-CL |
|
** EXCAVATION
�+ |
**
FILL *°
Width
SS SS
CL
Dist /
Area
|
�re�
Vo|ume
(ft) |
Sta
(ft) .
( SqFt)
(Cu.Yds) |
(GqFt)
|
|
(Cu Yds)
.
165
2.5:1 .0:1
37.5 |
52+.5
�
1434 3
|
^
/
00
165
2 .
. 5:1 0:1
37 5 |
/
1+00
48 /
2561.0 /
^
0 ^ 0
.
�
1477.1
|
0 0
|
100 |
^
165
2.5:1 ,0:1
37.5
2+00
8190.9 /
0.0
.
�
1563.0
/
^
0 0
165
2.5:1 .0:1
37.5 . .
5 |217 +75
18 �
�
1563.0
9218^5 |
0.
0.0

US Department of AgriculturE
Soil Conservation Servic(
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer :
GIH
Checker
Date :
12/07/92
Date
--------
Job Number
19D
---------------
*******************************************************************************
DIKE FILL
TEMPLATE DATA:
Beginning Elevation
= 53
Beginning Station
= 0+00
0+00 to +75
D/2.5CL10\2.5
0.00000
ft/ft
+75 to 1+70
D/2.5CL10\2.5
0.00000
ft/ft
1+70 to 2+40
D/2.5CL10\2.5
0.00000
ft/ft
2+40 to 3+40
D/2.5CL10\2.5
0.00000
ft/ft
3+40 to 3+80
D/2.5CL10\2.5
0.01250
ft/ft
3+80 to 4+75
D/2.5CL10\2.5
0.00000
ft/ft
4+75 to 5+50
D/2.5CL10\2.5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station
0+00
ORIGINAL DATA:
0.0 / 49.6
35.0 / 52.7
100.0
SECTION NUMBER 2
Centerline Station +75
ORIGINAL DATA:
0.0 / 49.4 100.0 / 50.6
SECTION NUMBER 3
Centerline Station 1+70
ORIGINAL DATA:
0.0 / 49.4 100.0 / 49.6
SECTION NUMBER 4
Centerline Station 2+40
ORIGINAL DATA:
0.0 / 49.5 100.0 / 49.6 200.0 / 50.6

DIKE FILL (continued) 12/07/92
pa8e 2
SECTION NUMBER 5
Centerline Station 3+40
ORIGINAL DATA:
0.0 / 50.1 100.0 / 50.7 200.0 / 50.8
SECTION NUMBER 6
Centerline Station 3+80
ORIGINAL DATA:
0.0 / 50.9 100.0 / 50.7 200.0 / 49.6
SECTION NUMBER T
Centerline Station 4+75
-
ORIGINAL DATA:
0.0 / 50.8 100.0 / 50.8
SECTION NUMBER 8
Centerline Station 5+50
ORIGINAL DATA:
0.0 / 52.4 100.0 / 53.3
1-7

US Department of Agricu|tur
Soi| Conservation Servic
PLANNED
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer
: 8I1-1
Date
: 12/07/92
Checker
---------------
Date
Job
Number
191)
---------------
DIKE
FILL
| ** EXCAVATION
*- |
**
FILL �*
Top
Left
Right
Off-CL |
CL
Dist
| Area
Volume |
Area
Volume
Width
SS
SS
(ft) |
|
Sta
(ft)
| (SqFt)
|
(Cu-Yds) |
(SqFt)
(Cu.Yds)
10
2.5:1
2.5:1
25.0 1
0+00
1 0.0
|
|
75
0.0 |
95.11
10
2.5:1
2.5:1
25.0 1
0+75
| 0.0
|
58.7
^
|
95
0.0 |
315^ E
10
2.5:1
2.5:1
25.0 |
1+70
� 0.0
|
66.7
10
2.5:1
2.5:1
�
100.0 |
2+40
TO
|
| 0.0
0.0 |
|
61.3
481 7
^
|
100
{
0.0 |
662 2
10
2.5:1
2.5:1
100.0 |
3+40
| 0.0
|
36.2
^
|
40
0.0 |
T22 9
10
2.5:1
2.5:1
55.0 |
3+80
| 0.0
|
45.7
^
|
95
0.0 |
882 9
10
2.5:1
2.5:1
55.0 |
4+75
| 0.0
|
45.2
^
�
75
|
0.0 |
954 2
10
2.5:1
2.5:1
55.0 |
5+50
| 0.0
|
6.2
^

OH-Ver-1.44
US Department of Agricultur
Soil Conservation Servic
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer : GIH
Date : 12/07/92
Job Number 19P
TEMPLATE DATA:
Beginning Elevation = 53
Beginning Station = 0+00
0+00 to +55
+55 to 1+55
1+55 to 2+15
ECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 50.8 100.0 / 50.8
Checker
Date
---------------
PAD FILL
D/5CL61\5,1L10/5,1L61\5 0.01500 ft/ft
D/5CL61\5, IL10/5, 1L61\5 0.01500 ft/ft
D/5CL61\5,1L10/5,1L61\5 0.01500 ft/ft
200.0 / 53.5 235.0 / 53.5
SECTION NUMBER 2
Centerline Station +55
ORIGINAL DATA:
0.0 / 50.9 100.0 / 50.8 200.0 / 52.9 235.0 / 53.0
SECTION NUMBER 3
Centerline Station 1+55
ORIGINAL DATA:
0.0 / 51.4 100.0 / 51.0 200.0 / 54.7 235.0 / 54.8
SECTION NUMBER 4
Centerline Station 2+15
ORIGINAL DATA:
0.0 / 51.3 100.0 / 51.1 200.0 / 53.1 235.0 / 54.3
/9

OH-Ver-1.44
US Department of Agricultur
Soil Conservation Servic
PLANNED
QUANTITY CALCULATIONS
prepared for
WAYNE County, North Carolina
Designer
: GIH
Date
: 12/07/92
Checker
Job Number 19P
Date
----------
PAD
FILL
Top
Width
Left Right
SS
Off—CL
CL
Dist
** EXCAVATION
Area
*
Volume
FILL
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
Area
Volume
61
5:1 5:1
45.0
(S Ft)
q
(Cu.Yds)
'
0+00
207.7
61
5:1 5:1
45.0
0+55
55
�
0.0 �
577.0
61
5:1 5:1
T
'
45.0
1+55
100
0.0 ;
358.8
2161.6
61
5:1 5:1
45.0
2+15
6�
0.0
�
0.0
497.0
3516.3
0'0
722.3
Zo

zz�
L��

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Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
Agri-A/Vaste
Bi icgi=l anti AH.=-.m-d r:ng Ncrtfi C=1:�= S=zt:e u
1I4-m=T0= VASTME SA2M-r SG , ANAZ-= AIM CAL.^J7� =03
OF LAM A'"TON 3A=S
.Imes C. Bark-*
I. SA2MT =jZZC_wjW
A- Semi-So'd Lot va-tea
J. Sc_aaed diTactly =- = lot iota spraadar
a. Fr= 1aaded spreader, collect about 2 lbs of m—m-r-r e m
di:!!arz= locati.ams using no=etaLic collecrars.
T - -.m s..arage
a. Collect about 2 Ibs or mrn z —2-= i-dar the sst:fAce c=vsr
avoiding bed i:LS and using narmeraLi:. collec=rs.
2. Liquid Xa=^• Sl==7
_. Undes-slo=ad-floor pit
a. Fztand a 1/2* aormet I' 4 r- conduit open an both ends :zo
manure to pit `door.
b . Seal tmper and of candttit (e, g. , by placing a tbztnb over and
of conduit) =zpping m==a that has en:.arad lover and, remove
and empty sl=--7 into plastic buckat or ==etz' 1 i c cantaiae_ .
c. Take sub-a—les !--om 5 or more loca,:lons or at least 1 agar--.
d.. dix mad add about 3/4 pinr ca naame=llic sample caa-..miner.
i i- szorage basis or table
a. -make sure +ate-e has been vell m4m-d wi.=!% a Liquid a
chopper -agitator puma or propeller agi=ator.
b. iaka smbsa=les from about. 5 pit locations, from ag=rater pt=p
or ==am m--a spreader and place fin a plas"c. bucka=.
* Professor and :xtansian Specialise, Biological and 2.g-i c•? a1 F=g'_zee::ag Z �
Depa eat, Nor-.h Ca--Oli:.a Star -a Universit7, 'Raleigh. NC.

Actachmenc B
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. lagoon Liquid
i. 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 bottle (1/2 pint or less) on end of 10-I3' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within I' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House liter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionata to
item a. E.g., if 20% of liter of similar visual quality is
around feeders and waterers, take I subsample there and the
other [s subsamples from remai-eJer of floor surface.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a I -gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.
MAR 2 8 2019
Roma"'Ma opomoms Salon

Attachment B
Page 3 of 3
II. SA"XPI.S PRr.PAaATI0N An =ANSc3
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freese, or =ansfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer,
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E- Commercial sample containers and mailers are also`ava.ilable. Contacts:
i. A&L Eastern Agricaltaral Lab, Inc iii. Polpfoam Packers Cort.
7621 Vhitepiae Road Z320 S. Foster Avenue
Richmond, VA 23237 Gheeling, IL 60090
Pb: [phone] Ph: [phone]
:Li- Fisher Scient:L_0ic Co.
3315 Vinton Road
Raleigh, NC 27504
Ph: [phone]
iv. NASCO
901 Janesville Avenue
Fort Atkinson, V7. 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The. NCDA provides this service for -North Carolina residents.
i. Address: North Carolina De.0 "T+o*+t of Agriculture
Agronomic Division
PI=t/Vasze/Solution Advisory Section.
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 276I1
Ph: [phone]
At=: Dr. Ray Campbell
U. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown an litter; etc.)
C. Waste type (dairy -lot scraped manura, liquid slurry; swine -pit
slaty, lagoon Liquid, sludge; broiler -house litter, srackpile
iv. Routine analyses performed on all samples: N, P, X, Ca, Hg, Na,
S, Fe, Hn, Za. Cm, B
v. Additional analyses performed upon request: DH, No, Cd, Ni, Pb
zj�"

60.
Si�atlon Service
SCS-CPA-026
(1-88 )
HIGHLY ERODIBLE LAND AND WETLANQ
CONSERVATION DETERMINATION
Name of USDA Agency or Person Requesting Determination
/-"*SC_S
1. Name and Address of Person
T hoW, a.s P. Uz z. c, //
'R} 9 /3&1L 2 sue.
6-0 /d56� /Ve
5. Farm No, and Tract No.
SECTION I — HIGHLY ERODIBLE LAND
S. Is soil survey now available for making a highly erodible land determination?
Yes No
7. Are there highly erodible soil map units on this farm?
S. 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 1981.1986; and were not enrolled in a USDA
set -aside or diversion program.
Field No.(s)
2. Date of Request
Co-�9- 89
3. County
S1 ? W
Total Acres
10. This Highly Erodible Land determination was completed In the: Office Field
NOTE: If you have highly erodible cropland fields, you may need to have a conservation plan developed for these fields. For further information, contact the
local office of the Soil Conservation Service.
11, Are there hydrie soils on this farm? SECTION I I — WETLAND
Yes
List field numbers and acres, where appropriate, for the following
EXEMPTED WETLANDS:
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW).
Wetlands may be farmed under natural conditions. Farmed Wetlands 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 Wetlands (PC) - The use, management, drainage, and alteration
of prior converted wetlands (PC) ars not subject to FSA unless the area reverts
to wetland as a result of abandonment. You should inform SCS of any area to
be used to produce an agricultural commodity that has not been cropped,
managed, or maintained for'5 years or more.
.4. Artificial Wetlands (AW) - Artificial Wetlands includes irrigation induced wetlands.
These Wetlands are not subject to FSA.
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.
NON -EXEMPTED WETLANDS:
��..•a� .rvuanas Icwi - In any year that an agricultural commodity is planted
on these Converted Wetlands, you will be ineligible for USDA benefits. If you
believe that the conversion was commenced before December 23, 1985, or that
the conversion was caused by a third party, contact the ASCS office to request a
commenced or third party determination.
17. The planned alteration measures on wetlands in fields
with FSA.
No Field No.(s) Total Wetland Acres
(,k 1
1 1. 5 R C.
0 ZD
are considered maintenance and are in compliance
78. The planned alteration measures on wetlands in fields
will cause the area to become a Converted Wetland (CW). See item 16 for information on CW. are not considered to be maintenance and if installed
19. This wetland determination was completed in the: Office Field
20. This determination was: Delivered u Mailed L2LJ To the Person on Date: / —Tor
NOTE: If you do not agree with this determination, you may request a reconsideration from the person that signed this form in Block 22 below. The
reconsideration is a prerequisite for any further appeal. The request for the reconsideration must be in writing and must state your reasons for the request.
The request must be mailed or delivered within 15 days after this determination is mailed to or otherwise made available to you. Please see reverse side of
the producer's copy of this form for more information on appeals procedure.
NOTE: If you intend to convert additional land to cropland or alter any wetlands,you must initiate another Form AD-1026 at the local office of ASCS.
Abandonment is where land has not been cropped, managed, or maintained for 5 years or more. You should inform SCS if you plan to produce an
agricultural commodity on abandoned wetlands. 1_ `
'i.Remarks e I1r�h 21"17dib1� 'C�-Ie...rr.;r,e.3:1� c,�o-Q
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22. Sianar w f sr:q n:...:...
23. Date
Atsistance and programs of the Soil Conservation Service available without regard to race, religion, color, sex, age, handicap, etc.
SCS Copy

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O6!23!97 09:27 PAX
ic.0
1.
2.
3.
4
WASTE UTILIZATION PLAN
AE2-VIRED SPECIFICATIONS
Animal waste shall not reach surface
waters
runoff, drift, manmade conveyances, direct application, orby
direct discharge during operation or land application.
Any
discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the
Producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she
provide a copy of an agreement with a landowner who iswithin aal
reasonable a
proximity, allowing him/her the use of the land for
facilityto application. It is the responsibilit
secure an update of the Waste Utilizationwner Planowhene
there is a change in the operation
animals, method utilization or' increase in the number of
available land.
Animal waste shall be applied to Mee
nitrogen needs for realistic cro t, but not exceed, the
histori
available moisture P yields based on soil type,
cal data
level of management, , climatic conditions, and
unless there are re �
the rate of application for other nutrients.
cents. Ons that restrict
Animal waste shall be applied to land eroding
per acre Per year. Waste may less than 5 tons
at 5 or more tonsess Y be applied to land that is eroding
Providing grass filter strips harel�nstP per year
alledrwhere run
the field. (See FOTG Standard 393 -Filter Strip) off leaves
5. Odors can be reduced by injectin
waste application, 9 the waste or disking. after
danger of drift from Was eirrshou dinot
fbelde applied when there is
6• When animal waste is to be applied
subject to
flooding, it will be soil incorporated onres conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the a
does
not occur during a season application
and Climate in North Carolina'; prone flooding. (See "Weather
guiddance.)
7• Liquid waste shall b2 applied
infiltration rate such that runoff rdoes not aates not ccuryoff site soil
surface waters and in a method which does nod or to
the site during application. No pondi*� snot cause drift from
to control odor or flies. g occur in order
8. Animal waste shall not he applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively
a manner that the crop
would inhibit growth. is not covered with wasentodeph that
crops in such
The potential for salt damage af aotahimal
waste should also be considered.
Page: 9

06123!97 09:27 FAX
L&0o
---=--WASTE UTILIZATION PLAN
RE�RE BPECIFI�ps z �� �
10. Waste nutrients shall not be a
spring planted crops applied in fall or winter for
leaching.
P on soils with a high potential for
9• Waste nutrient loading rates.on.these soils should be
held to a minimum and a suitable winter cover crop
take up released nutrients, p planted to
Waste shall not be a
dormant planting of the crop applied more
than 3o days prior to
Y• p or forages breaking
11• Any new swine facility
comply with the following: sited on or after October 1, 1995 shall
onto which waste is a g' The outer perimeter of the
land a swine farm shall bapplied from a lagoon that is a componentofProperty at least 50 feet from any residential
than any boundary and from any
irrigation ditch -or canal. Animal nnial twasteream ootherethanther
swine waste from facilities sited on or after October 1
shall not be applied closer than 25
(See Standard 393 - Filtfeet to perennial waters.),
Filter Strips).
12. Animal waste shall not be applied closer than loo feet
wells.
to
13. Animal waste shall not be
applied
dwellings other than those ownedY b Closer than the landowner. . feet of
14. Waste shall -be a lways1n a manner not to reach other property
and public right-of
15• Animal waste shall not be
drnina eWa s discharged into surface waters,
Animalgwastet or wetlands b
may be a Y a discharge er ed over -spraying.
they have been a applied to Prior converted cropland
approved as a -Land application site by a provided
"technical specialist".
grassed waterways that discharAni lewaste shall not be a
and on other g directlyPplied on
grassed waterwa s into water courses,
agronomic rates in a manner Yst waste shall be applied
the site. s o runoffordrift from
16. Domestic and industrial_ waste from washdown facilities
showers, toilets, sinks, etc.
animal waste management system shall not be discharged into the
17• A protective cover of appropriate
established on all distubedareas Vegetation will be
Pipe runs, etc.).
(lagoon embankments, berms,
Areas shall be.fenced, as necessary, protect the vegetation. Vegetation such as trees
other wood Y, to
Y species, etc..., are limited to areas where hconsidered
rubs, and
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected Yegularly for evidence
of erosion, leakage or discharge.
----------__-__-- -__- --_-- --_ _ � --- Page; io

06/23/97 09:27 FAX
WAS UTILIyATIQN PLAN
�c
UIRED _BPECIFICA7!IONS �— - - -
18• If animal
terminated Production at the facility is
erminated,the Owner is responsible for obtaining a nded or
to -be sus
Possibility Implementing a closure plan" whic g and
y of an illegal discharge, will eliminate the
19. Pollution and erosion.
Waste handling structures
be inspected on a re ` Piping, Pumps,
and spills. 9 lam basis to P reels, etc., should
u prevent breakdowns,
site. A regular maintenance checklist should be leaks,
kept on
20• Animal waste can be
and other crops used in a rotation that includes vegetables
animal waste P for direct human consumption.
should Waste is used on crops for direct m However, if
animal waste be appliedring Pcrolant with no human consumption it
further applications of
p season,
21. Highly visible markers shall be
bottom elevations of the temporary
to
all waste treatment Y storage mark the top and
maintain the li storage Pum In (Pumping volume) of
quid level P9 shall be managed to
be required to between the markers.
storage mark the maximum stoma A marker will
g ponds. storage volume for waste
22. Waste shall
shall be be tested within 60 days
tested at least annuallyy °f utilization and soil
Products are applied. at crop sites where waste
element. Zinc and copper
shall be the rate monitored peer levels in the soils shall be
teIning
metals a and alternative crop sites shall be
approach excessive levels. used when these
optimum crop production and PH shall be
analysis records maintained. ndJusted for
shall be Soil and waste
waste application records shallfbe five years. Poultry dry
years. Waste application for three )
maintained for five records for all other (l
(5) years. r waste shall be
213• Dead animals will be disposed of in a
Carolina regulations. manner that
meets North
Page: 11

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United States -Tk. r s
Departmentsoil of Conservation Agriculture <j G (o •7 y
Service Gj
OPERATOR: ---
Please review the attached pion and this plan for your use and records, specifications carefull
Your contractor, It is strop y• Retain
as co how � and Soil Conservation Service strongly recommended that you,
the waste lagoon is to be constructed. The Personnel are in agreement
Service personnel will meet with all concerned The Soil Conservation
site to explain all flags and markings,Parties and walk
understand what is•expected so that final It
i construction meets Plans
o the
important that everyone
specification and the job can be certified for
is involved). P s and
payment (if cost -sharing
The Pad dimensions and
ndBgradesLE for fin the best estimate.
pads
Soil Conservation Service al layout and design ofethelLDER or
personnel will assist in a limited capacity,
tr he
as
its major concern is the proper design and construction of the wastelagoon. _
The actua V..amount of materialrequired .
estimates. The design.will attempt to balance cuts and fills as
for-padsand dam may vary from the
Possible. If additional material is required after
on the. la close pas
l
goon, the contractor and owner will negotiate
is complete
location of borrow area. 9otiate on the
Price and
NOTE: Design Requirement:
—`cu.yds.
Estimate of Excavation:
2�?Bacu.ft. _ _ go/_-0cu.yds.
Estimate of Pad S Dike:
Rat ion y d s
Job Class -_
Date
Designed By !J r
Name
Design Approval�����
/ 2.4,1 /
Da e
a The Sod Conservation Service
,a an agency of trio
Oeoartment of Agriculture

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NAME: ;6,l 2e A4E U Z. 2 J L L-
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
contror. The time required for the Planned fluid reached may varydue to soil conditions and flushing o to be
3 operations.
Land application of waste water is recognized as an acceptable
method of disposal. Irrigation by using solid set
gun, or traveler is the preferred and most efficientc
cmethod toot,
dispose of the effluent from the lagoon.
when applying waste to 3 Care should be taken
runoff from the• fields prevent damage to the crops and to prevent
The -following items are to be carried out:
I. ..Begin pump -out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre -determined elevation.
Stop pump -out before the lagoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents
favorable bacteria.) the loss of
3. The recommended amount to apply per irrigation is one inch
and maximum recommended application rate is 0.5 inch per hour.
4. It is recommended that the treatment lagoon be precharged to
1/2-it.s capacity to prevent excessive odors during beginning
stages of the operation, Rrecharging reduces the concentration
of the..initial waste entering the lagoon thereby reducing ordors.
Solids should be covered with water at all times.
5- Keep vegetation on the embankment and areas around the lagoon
and buildings mowed.
6_ Repair .any eroded areas and establish in vegetation,
7: The Clean Water Act of 1977 prohibits the discharge of
Pollutants into -waters of the United States. The Department of
Natural Resources and Community Development (DNRCD), Wastewater
Management Section, has the responsibility for enforcing this
law.
8.. All surface water is to be diverted from the lagoon to
adequate and sta;a I.e outlet. an
NOTE: An analysis of the waste water can be obtained at commercial
laboratories or at a fee of $74par sample at:
• N.C. Department of Agriculture Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, N.C. 27611
Ph. [phone]

WASTE UTILIZATION PLAN
Producer r�isi.-�_f�F! _____-------
County /V-
Address•
Ki n d Of O p e r a t i on /�,yro iira fo _
Type of Waste Fac i I.i ty _,ado,_✓____ --_---_----
Your ani,mai waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
1'eveI, it must be Iand applied at
po ut i-
.a specified rate to. prevent
l l orr of surface. and/or ground water;- The p'I ant'
nutrients -in the animal waste should be used to reduce the
amount of commerr, i a I f.ert i I i zer. requ i red f•o r the, crops on the
fields where the waste i s Ito - e- app I i ed. Th-i s waste
utilization plan uses'nitrogen,.as the limiting nutrient.
Waste should be analyzed before each application cycle and
annual. -soil test's a�re..en.couraged so that al plant nutrients
can be balanced for .rea I.i sti c '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'appli'ed in an
environmentally safe manner. Alwlays apply waste based on
the needs of the crop'to be grown and the nutrient content of
the waste. Do not apply more nitro-gen than the crop can
utilize. --Soil types are importantasthey have different
infiltration rates and leaching potental. Waste shall not be
app-lied to land erodi'n-9­at 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
considered
in- runoff' to surface waters. Wind co'nd'i ti ons should also be
to avoid -drift and downwind odor - problems. To
maximize the value for pollution, the waste should be applied
to a growing crop or'not more than 30 days prior to planting.
Injecting the waste- 6r d.isking.wi.jI conserve nui.trients and
reduce odor problems.
The acres needed to apply the animal waste is based on
typical nutrient content for., -.this: type of fac i I i ty. Acreage
req-Uriremen-ts may be more or Ie'ss based on the waste analysis
report from your waste management facility.
The design of your waste management.facility
following: is based on the
Amount of Waste Produced�Per Year -
an i m a I s x
to /an i ma I /y r = - -
_ waste produced.

LI
1

COMPUTATION SHEET U. S. DEPARTMENT OF AGRICULTURE
SCS-EIVG-523 Rev. "9 SOIL CONSERVATION SERVICE
-Arw der lowFr�r,� L► taP e%o i a ... 7u/o _ ii%�. r.
S/ca,�s pUer t"/s+sX - Re��e%✓ �fi.--Gr�iw �ey. ---- _------ _. _ _. -------------
vs wo
7,E/+�L�.�.9Ry STDR/36E �/EFDS
CJ) (9 WOA) S'+O Pa a of td.,s -Ae -
cz) sforv;ye ot= ZSyr. / olar S160pp-+
.St" -Talc ,3eo ZGca A Zoe"
Zoo Zoo ' x 7 "
TaTi91 STo.Pr9G F .V �Et2S'
zips
DES/G iVF_ ,O sTaRAGE
.. �// S�e�s e. f d de 6 e f r�ee �✓.. e_I a �,-,, ?.o �-- ����-----.--____--_-- ------
�i��,usras a� �•f of✓,'kc . �elti+..-T_d•-o�---�'-._.Zoa' n Zoa�{.11__�_.- ----- - -----
- aD a%v, S'Z.v - /9S a! /9✓`' 38oZ5_....._......
V e/tv, 47.4 - /7a 'X e�v'X = i157400 ..
p elev. .+f Z o - /Wr , X 1446* ' z/o Z 5
2 y/o 8.3 X Jc �k+rP s Z �Jfbo,3 Fell -

COMPUTATION SHEET
SCS-E.NG-533 Rev. "q
X�•AVR /oar
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
C'Xcau -*4 !r co.� fa
�U C,.�o....✓�
[� 449'JS - �GG.7S'X /6�7S�j'.;[ ' _ /// zz2.. Z.,S
Z79G3.2S..K B•7�e��1..� ��3zSa�3.��y
a�
p��
C6,jr74d,,4_*c.4d3o4o.,j cl.ltc fo el�v. S3 o cai>�.�
a.jj Z.S : f 5��� f/#opcl
/.94J. Fi'/l Ao;14 f Z. 3 ' = 36.z2S 7.l'". F - -
3G. zz5 x 8 H•o' _ 3o�roc.
13G1/LO/NG 'IPA D
%'/ic �xi�v�•�9 /OQ�f .S'%o�./.� 6e Ca.•�S7'�r...,c�r�..tQ.--J_�_'�iv�_.f1ie _ uJo.��C---
/.T1�er.�1.<)/
qT e/�rV//• s� S / /f! pUi%ice/� . C/O.J4wa DI�. �!.%? AJft, JT4040/� i!
,,[� LogOe/✓ G�T•'��c�io.� _ar.! ad vi,reV
COAJ A-4-C701' D� Tfr
- es�.�. �4-J uo /4 n,e. of___.r �/ .� «./�1 =..:���roX._. Sd a o _ c u.<y ✓ -
�� srcr��,,,;.s .s/G. Fy /1 of 3• a � - - -
O. a/,S �x'�^ o F C'arcJ - �.�� .veY�ea/- ..__ !' .. vim, ir>t. � 4 X. -- 2 Zea►-�,/
,oOeewre-ArF/urr1-
ofl�vJ4�
C5c� water .�s,..�.f�,r..�✓��f ✓ vf�fr�j/�� -- ---

-COMPUTATION SHEET
SCS-ENG-523 Rev. "9
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
yE.� ET/�T/OBI
A/l -Cx'p-ox ed 7,-e s 4 r e -Ao ie
-
s4��.-/ofies��.1�c
= .. ZOO
--- ---
All Stir -Face LAlg4tr X L,0' b� et �.ve'r �d . _r..�w e►•! F''orr�_. fZe.- me:jt
1-,.."ITI4 ! F,11,N, of .(a:oo-/ 417 �l.. b7 l''-•�'j��''g o,ad-�*f0",..d -
c.�-star: lop; -A, o t= Sa /-f' .. "or
J9��.-oXl�a�/� f2oo •. 7 � N?gl�rJ.'�...._��Ji��..rCG.
11

WESTBROOK & JARMAN
P.O. BOX 335 HWY. 11 NORTH
w PINK HILL, N.C. 28572
[phone]
JULY 3, 1995
f TO WHOM IT MAY CONCERN:
THE SOLID SET SWINE IRRIGATION SYSTEM ON THE THOMAS UZZELL
FARM, IS PUT IN TO MEET ALL SOIL AND WATER CONSERVATION RE-
QUIREMENTS. SUCH AS PIPE SIZE, PUMP SIZE, NOZZLE SIZE, THRUST
BLOCK SIZE, AND DISTANCES BETWEEN RISERS.
ERY ARMAN ~
WES ROOK & JARMAN

UNITED STATES NATURAL RESOURCES FEDERAL BUILDING, ROOM 116
DEPARTMENT OF CONSERVATION 134 NORTH JOBN STREET
AGRICULTURE SERVICE GOLDSBORO, NC 27530
919 - 734-0961
----------------------------------------------------------------------
SUBJECT: ENG - Solid Set Irrigation System DATE: Dec. 19, 1994
Thomas Uzzell, Wayne County
TO: Patricia Gabriel, DC
Wayne County
FILE CODE: 210
The subject solid set irrigation system plan is approved subject to
the following comments:
a) The pump curve shows that at design capacity, the pump
will deliver approximately 120 gpm at 187-188 feet total
dynamic head. The design indicates the maximum TDH will
be approximately 187 feet. If the elevation and friction
losses have been properly accounted for by the planner,
the pump should be adequate for the system.
b) Sprinkler and lateral spacings range from 62 to 66 percent
of the wetted diameter. It is normally recommended that
spacings not exceed 60 percent to achieve uniform
distribution. There may be areas between the lines and
sprinklers that do not receive uniform amounts of
nitrogen and other nutrients.
Any changes to the plan require approval prior to installation.
Please let me know if I can be of any further assistance.
Dean K. Bing
Civil Engineer
cc: Grover Hood

COMPUTATION SHEET
SCS—f.NG-523 Rev. "9
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
b l A l C ,
DA TJW CHECKED B
(aRUv I-�rw� f/ Z3 912(L R
SUBJECT
!�
tE JOB NO.
z !d, Zq q
SHEET--!— OF—L
AztA2 �' , G o adz r�xt i 35" ' (D �s>'G� 140 , X /4-7. S Av6,
17 % 14 10 47.J = 7o (5,c) Frz-
Alp
Zo ( - r�z
o,Z797s,e
474a6 At. Pcz 5PZj &-w X 4z S g, I/ fc.
wE,r;%D A(Zz AC94C
�l� : 1) r�Gr S/aI FBAs Q�1,f D8;IG�tb c�slllt� PvC CLASS l Z5" 1- A3; c
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Noland CompaMY
1000 GrimnAlle HwY•
K)natan, NC 2MI
Tblaphane; 019) 523-6171
FAX; (MO) $23-6201
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ManaQW
Kinston Compl6X

Figure 1. Example of different arrangements for thrust blocks.
-5-

OPERATION AND START-UP
1. Place Sprinklers in zone to be irrigated.
2. PRIMING PUMP
1 Close discharge gate valve
2. Open ball valve under land primer
3. Prime until hand primer becomes hard to pump
4. Cut ball valve off
3. STARTING
1 The discharge valve should be closed when the pump is
initially started, an open slowly until the desired
P.S.I. flow rate is reached. Do not go over 50 P.S.I.
until the system is completely charged.
CAUTION: DO NOT OPERATE WITHOUT LIQUID IN VOLUTE CASE.
2. Turn timer on starter to desired time
+. STOPPING
1 The pump will stop automatically when the pilot device
energizes the motor starter.
5. WINTER STORAGE
1. Remove plug from bottom of pump
2. Drain hand primer
3. open clean out at end of laterial lines
6. Maintain the system components in good working condition. Faulty
sprinklers, pumps, power units, and other equipment are to he repaired
or replaced as necessary to operate the system as planned. Follow
manufacturer's recommendations for operating and maintaining equipment.
Repair leaks immediately.
7. Do not over apply waste water or exceed the recommended maximum
application amount. Monitor the amount applied per irrigation and
DO NOT exceed the nutrient needs as established in your waste
utilization plan.
8. The maximum effluent applied at one time should not exceed one inch
(0.5 to 0.75 inch is preferable).

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. 430-DD-4 Irrigation Water Conveyance
Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
Installation
Minlmum drapth at cover. Pipe shall be installed at suffi-
cient depth below the ground surface to provide protection
from hazards imposed by traffic crossings, farming opera-
tions, freezing temperatures. or soil cracking. The minimum
depth of cover for pipe susceptible to any of these hazards
shall be:
Pioe diameter Death of cover
in M
'/+ through 21h........................................................_..... 18
3 through 5.................................................................... 24
6 or more....................................................................... 30
In areas where the pipe will not be susceptible to freez-
ing and vehicular or cultivation hazards and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pipe diameter Doom of cover
ti AM
'h through 1'A...... ......................... .......... .................... 6
2 through 3....... .................... ...................................... 12
4 through 6........ ....._................................... 18
Morathan 6......... _._.._................................................. 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment is never allowed, the mini-
mum depth of cover may be 6 in for a 64n diameter pipe
and 12 in for a larger pipe.
The minimum cover for polyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant. The minimum
cover for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shall be 12
in, if the winter flood equals or exceeds 12 in. Where the
winter flood is less than 12 in, the top of the pipe shall be
at least 24 in below the water surface. Sotvent-welded joints
shall be used at all connections of PVC pipe where peat
and muck exist in their normal layered pattern. Rubber
gasket joints may be used following normal bedding proce-
dures where coarse sand or cement layers exist.
At low places on the ground surface, extra fill may be
placed over the pipeline to provide the minimum depth of
cover. The top width of the fill shall then be no less than 10
ft and the side slopes no steeper than 6:1. It extra protec-
tan is needed at vehicle crossings, encasement pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
thb pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. If the trench is precision excavated and has a
SCS, January 1989
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
more that 10 percent.
The trench txxtom shall be uniform so that the pipe lies
on the bottom without bridging. Clods, rocks, and uneven
spats that Can damage the pipe or cause nonuniform sup-
port shall be removed.
it rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under-
cut a minimum of 4 in below final grade and filled with bed-
ding material consisting of sand or compacted fine-grained
soils.
Pipelines having a diameter of 1,6 through 21A in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may be placed
by using "plow -in" equipment instead of conventional
trenching.
Provisions shall be made to insure safe working condi-
tions where unstable soil, trench depth, or other conditions
can be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature it will have
after it is completely covered before placing the backfill,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavated in
the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
length.
Joints and connections. All joints and connections shall
be designed and constructed to withstand the design maxi-
mum working pressure tar the pipeline without leakage and
to leave the inside of the line free of any obstruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, bends, tees, and
crosses, shall be installed according to the recommenda-
tions of the pipe manufacturer.
Fittings made of steel or other metals susceptible to cor-
rosion shall be adequately protected by being wrapped with
plastic tape or by being coated with a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shall be thoroughly cleaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechani-
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the height of the outside diameter of the pipe or as spec-
ified by the manufacturer.
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per-
formed before backfilling or anytime after the pipeline is
ready for service.

Irrigation Water Conveyance 430—DD-5
Tests for pressure strength and leaks shall be accom-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered, or by observing normal
operation of the pipeline after it is put into service. Partial
backfifls needed to hold the pipe in place during testing
shall be placed as specified in "Initial Backfill." Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
property at design capacity. At or below design capacity
there shall be no objectionable flow conditions. Objectiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backfill. Hand, mechanical, or water packing meth-
ods may be used.
The initial backfill material shall be soil or sand that is
tree from rocks or stones larger than t in. in diameter. At
the time of placement, the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used, the pipeline first
shall be filled with water. The initial backfill before wetting
snail be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated, the pipeline shall
remain full until after the final backfill is made. The wetted
fill shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill material shall be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfill and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Roll-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfilling requirements of the pipe manufac-
turer small be met.
Basis of acceptance. The acceptability at the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances, and the minimum installation requirements.
Certifications and guarantee. If requested by the state
conservation engineer, a qualified testing laboratory must
certify with supporting test results that the pipe meets the
requirements specified in this standard. The sea] of
approval of a recognized laboratory on pipe bearing one of
the ASTM designations listed in this standard may be
accepted for this cartification.
The installing contractor shall certify friar his or her instal-
lation complies with the requirements of this standard. He
or she shall furnish a written guarantee that protects the
owner against detective workmanship and materials for not
less than t year. The certification identifies the manufac-
turen and markings of the pipe used.

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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production JS Vegetative or wooded buffers;
® Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals 19 Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
.0 Waterers located over slotted floors;
0 Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits • Urine; 0 Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance;
Dust
Ia
Efficient air movement
Indoor surfaces
• Dust
A
Wasltdown between groups of animals;
M
Feed additives;
0
Feeder covers;
®
Feed delivery downspout extenders to feeder
cavm
Flush tanks
• Agitation of recycled lagoon
0
Flush tank covers;
liquid while tanks are rifling
0
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
0
Underfloor flush witli underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
0
Extend recharge litres 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
n Cause
BMPs to Minimize Odor Site Specific Practices
End of drainpipes at
. Agitation during wastewater
fW Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
0 Proper lagoon liquid capacity;
• Biological mixing;
9 Correct lagoon startup procedures;
• Agitation
.0 Minimum surface area -to -volume ratio;
R Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
• High pressure agitation;
MT Irrigate on dry days with little or no wind;
nozzles
. Wind drift
(8f Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
_
❑ Pump from second -stage lagoon
Storage tank or basin
• Partial microbial decomposition;
CI Bottom or midlevel loading;
surface
. Mixing while filling;
❑ Tank covers;
• Agitation when emptying
❑ 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;
• Agitation when emptying
❑ Remove settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑ Soil injection of slurry/sludges;
spreader outlets
. Volatile gas emissions
Cl Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
❑ Soil injection of slurry/sludges
slurry or sludge on field
drying
❑ Soil incorporation within 48 hrs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals
• Carcass decomposition
CR Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
❑ Complete covering of carcasses in burial 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; 91 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto 0 Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information: 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
Sou rce
Cause BWs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
Lagoons and Pits
Excessive Vegetative
Growth
Crusted Solids
discharge
® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Decaying vegetation Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundments perimeter.
Dry Systems
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
kT Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
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
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
Dry Manure Handling
Systems
of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
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
Source Cause B MPs to Control Insects
Site S eciffic Practices
Flush utters Li nuid Systems
g 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 pits
dischar e
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 ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
D S sterms
Feeders Feed spillage ® 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 Carrie
Feed storage
_ Bmps to Control Insects
Accumulations of feed 1R
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
®
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal ®
_
Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
®
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal ®
Remove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
®
Provide for adequate drainage around manure
stockpiles
®
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
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

e
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or Ieave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are Iisted below
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

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 Iocal EMS, phone number:
_ . Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number:
4. If none of the above works call 911 or the Sheriff's Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016

EMERGE 11tCY ON PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
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Emergency Management System (EMS)/�?
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
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This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible. location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
November 23, 2016