510032_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: 51-0032
2. Facility Name: Eldridge Westbrook Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 199 Scout Rd
City: Four Oaks f l 9 ^ 945- V E7� State:
Telephone Number: - 21J} "' ^n A �_— E-mail:
5. Facility's Physical Address: 3610 H;, er House Rd
City: Four Oaks State:
6. County where Facility is located: Johnston
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"):
10. Operator Name (OIC): Eldridge T. Westbrook
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Certificate Of Coverage Number: AWS510032
Eldridge T Westbrook
NC Zip: 27524-9785
NC Zip: 27524
Goldsboro Milling Comnanv
Phone No.: OIC #: 17785
Allowable Count
2,880
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultn
Gilts
Other
Non Laying Pullet
Other
Layers
MAR 2 8 2019

ROY COOPER
Cmvrrnor
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Dirrcror
NORTH CAROLINA
a:nvirvnmental Quality
February 27, 2019
Eldridge T Westbrook
Eldridge Westbrook Farm
199 Scout Rd
Four Oaks, NC 27524-9785
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pernuttee:
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 hbtt rsJ/deq.nc.gov/about/divisions/water-resources/water-duality-reeional-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]
1t order to assure Your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division Enclosed ►ou will find a "Reuuest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, si ed and returned by April 3, 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Mana ement Plan CAWMP with the
completed and siened application form. A list of items included in the CAWMP can be found on p4ge 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): Raleigh Regional Office, Water Quality Regional Operations Section
Johnston County Soil and Water Conservation District
AFOG Section Central Files - AWS510032
Goldsboro Milling Company
North Caroiine Department of Environmental Quality I Division of Water Resources
312 N. Saksbury 91 1 1636 Mail Service Center I Raleigh, North Carolina 276994636
li.V9. n17 r11 o

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
C$
'
Q�'
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), signed by the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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. (1& 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 fQr
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: � r•
VAC- ���%/`�SZ�it?l1 4
Title: OW ��Y
,b Signature: G1.�,��
% •- l [Lt� L
Date:
Name:
Title:
Signature: Date:
Name:
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
_.i_=;ndfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ 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).
QMass 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 ethnical Speci st
3 /.Zj// t _
Date
Z'
r�
Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday, November 28, 2000 Updated 91212011
Producer: Eldridge Westbrook
Farm Name: Eldridge Westbrook Farm
199 Scout Road
FourOaks,NC 27524
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 2880 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your.waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

I
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs X 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs X 2.3 Ibs PAN/hogs/year = 6624 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
515 1 WAGRAM 0-6% C ppps r.4i- BH 5.5 275 0 3. 886 MAR OCT
515 1 WAGRAM 0-6% i (�' SG 1 50 0 161 SEP-APR
1 4 10 NORFOLK 0-2% LD N C 110 137.5 0 5.7 788 MAR-JUN
118 10 NORFOLK 0-2% tj W 60 144 0 5.73 825 SEP-APR
1 24 10 NORFOLK 0-2% SB 40 160 0 5.73 917 APR=SEP 15
11824 * 10 NORFOLK 0-2% t e? J o 14 CO 700 84 0 5.73 481 APR-AUG
182 11 NORFOLK 0-2% C 110 137.5 0 ? 719 MAR-JUN
11824 11
NORFOLK 0-2%
W
60
144
D
753
SEP-APR
11824 �* 11
NORFOLK 0-2%
SB
40
160
0
5.23
837
APR-SEP 15
11 4 11
NORFOLK 0-2%
CO
700
84
0
5.23
439
APR-AUG
1182 12
NORFOLK 0-2%
C
110
137.5
r4.8
660
MAR-JUN
11824
NORFOLK 0-2%
w
60
144
D
691
SEP-APR
11824 12
NORFOLK 0-2%
SB
40
160
0
4.8
768
APR-SEP 15
11824 12 NORFOLK 0-2%
CO
700
84
0
4.8
403
APR-AUG
51 NORFOLK 0-2%
C
110
137.5
0
.65
391
MAR-JUN
.
* 2 NORFOLK 0-2%
W
60
144
0
670
SEP-APR
515 2 NORFOLK 0-2%
CO
700
84
0
4.65
391
APR-AUG
515 2 NORFOLK 0-2%
SB
40
160
0
4.65
744
APR-SEP 15
515 3 NORFOLK 0-2%
C
110
137.5
0
4.65
639
MAR-JUN
515 3 NORFOLK 0-2%
W
60
144�
0
4.65
670
SEP-APR
515 3
NORFOLK 0-2%
SB
40
160
0
4.65
744
APR-SEP 15
515 3
NORFOLK 0-2%
CO
700
84
0
4.65
391
APR-AUG
51
NORFOLK 0-2%
C
110
137.5
0
./9-82
938
MAR-JUN
515 4
NORFOLK 0-2%
W
60
144
0
982
SEP-APR
515 * 4
NORFOLK 0-2%
SB
40
160
0
6.82
1091
APR-SEP 15
515
NORFOLK 0-2%
CO
700
84
0
6.82
573
APR-AUG
51 5 l NORFOLK 0-2%
C
110
137.5
0
&
909
MAR-JUN
* 5 NORFOLK 0-2%
W
60
144
0
B.el
952
SEP-APR
515 5 NORFOLK 0-2%
SB
40
160
84
0
�0
6.61
6.61
1058
555
APR-SEP 15
APR-AUG
5 5 NORFOLK 0-2%
CO
700
8501 NORFOLK 0-2%
BC
5.2
260
0
1.
403
MAR-OCT
8507 6
NORFOLK 0-2%
SG
1
50
0 1.55
T
78 SEP-APR
850 7
NORFOLK 0-2% p �} s j /�L
BC
5.2
2601
D 4.
MAR-OCT
L22
85 7 NORFOLK 0-2% jay s "v S SG
1 50'
0
4.41
SEP-APR
850 RAINS ft I -DAYS WA
11 85
0
5.2.
448 i SEP-ARP
8507 8 RAINS ,/��,r} SA
1 93.5,
0,
5.27
-493 APR-JUL
850 * RAINS WA
I--° �SA
1� 85.
0
�4.3
366 SEP-ARP
�91
7 9 RAINS
1i 93.5
01
4.1111
403 APR-JUL
---
TOTALS:
13862.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
�mrwcr �nni nln
Page 2

.7U11111 IV[ QI 11 IUCII .
* 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 3

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
rono rnnF rRnp UNITS LBS N/UNIT
C
CORN
BUSHELS
1.25
CO
COTTON
POUNDS
0.12
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
SB
SOYBEANS
BUSHELS
4
SA
SUMMER ANNUALS
AC
110
W
WHEAT
BUSHELS
2.4
WA
WINTERANNUALS
AC
100
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 57.25 13,862
TOTALS: 57.25 13,862
AMOUNT OF N PRODUCED: 6,624
'BALANCE -7,238
*** 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 0 days of temporary storage and the temporary storage must be
removed on the average of once every 0 months. In no instance should the volume of waste
being stored in your structure be within 0 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
11824
*10, *11, *12
INORFOLK 0-2%
W
0.50
'1
11824
*10, *11, *12
NORFOLK 0-2%
SB
0.50
*1
11824
*10, *11, *12
NORFOLK 0-2%
CO
0.50
*1
11824
*10, *11, *12
NORFOLK 0-2%
C
0.50
*1
515
-1
WAGRAM 0-6%
SG
0.60
*1
515
1
WAGRAM 0-6%
BH
0.60
*1
515
*2, *3, *4, *5
NORFOLK 0-2%
W
0.50
*1
515
*2, *3, *4, *5
NORFOLK 0-2%
SB
0.501
*1
515
*2, *3, *4, *5
NORFOLK 0-2%
CO
0.50
515
*2, *3, *4, *5
NORFOLK 0-2%
C
0.50
'1
8507
�8507
-8,-9
RAINS
WA 1
0.40
*1
-8,-9
RAINS
SA
0.40
*1
i8507
-6, -�
NORFOLK 0-2%
SG
0.50
*1
Page 5

8507 6, 7 _ NORFOLK 0-2% BC 0.50 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6

NARRATIVE OF OPERATION
This WUP is written by irrigation pulls on wettable acres. The irrigation hydrants were pre-
exisiting and were located by actual field measurements. The soil types from the original
WUP written by Johnston SWCD/NRCS were utilized. The irrigation pulls are drawn to scale
(1 "=660') and located and labeled on the map to match the WUP.
There are 9-10 acres of tobacco rotated across Tracts 515 and 11824 every 3-4 years. In
the event that tobacco is planted on either tract, the PAN deficit will be reduced by 2627.50
(computed on 10 acres), with a PAN deficit of-5576.05.
In the event that corn or cotton follows soybeans in the crop rotation, 20 Ibs of PAN will need
to be deducted from LBS AW N/ACRE for residual N from the soybean crop.
WUP was updated to show pulls 8,9 to be changed from fescue to Winter Annuals/Summer
Annuals. A 15% reduction in PAN was figured in for controlled graze.
2019
Page 7

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
Page 8

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 9

Agriculture regulations.
* Liquid Systems
Page 10

NAME OF FARM: Eldridge Westbrook Farm
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: Eldridge Westbrook
SIGNATURE: 06'2k_ �.` DATE:
NAME OF MANAGER (if different from owner):
SIGNATURE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: J �� _ DATE:
Page 11

Traveling Irrigation Gun Settings
Eldridge Westbrook
Effective width = 240
Wetted diameter = 300
Nozzle size = 1.08
Operating pressure @ gun = 60
Total acres covered with traveler (wettable) 1 57.25
Hydrant Number
Effective length Effective Width
Acres
Tract 515
1
520
270
3.22
2
750
270
4.65
3
750
270
4.65
4
1100
270
6.82
5
150
210
0.72
"
950
270
5.89
Tract 8507
6
500
C'u' ��� �
135
1.55
7
800
Cc-s/o� ��,.�5°''�
240
4.41
8
850
,j'e ,' as
270
5.27
9
250
r s e% e- ���
210
1.21
"
500
270
3.10
Tract 11824
10
925
270
5.73
11
950
240
5.23
12
950
220
4.80
Total 57.25 11

3 1
4CP
ef
- IN-
�7
�73
Sift—
;,i�l V
Rl p

BIG GUN° PERFORMANCE TABLES
UNITS _
U.S.
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
Nozzle
Nozzle N� Ie
Nozzle
N O l e
Nozzle Nozzle Nozzle Nole Nozzle
G5
•,5" 155" .6" 75"
GPM DIA.
5"
GPM DIA. GPM
z
DIA. GPM
DIA. GPM DIA.
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. 'GPM DIA.
50 50 205' 64 215' J 74 225' 1 87 235' 1 100 245' 1 115 256'
130 265 150
273' 165
280' 1 204 300'
60 225' 75 238' 88 250' 103 263' 120 275' 136 283'
155 295' 177
302 197
310' 243 338'
70
68 245' 83 258' 100 270' 117 283' 136 296 155 306'
175 315, 201
326' 223
335' 274 362'
90
278' 111 290' 129 303' 150 315 171 324'
195 335' 222
344' 247
355' 304 380'
110 76 265' 92
'Available only with 1`100 & SR100.
100 DN DIFFUSER NOZZLES
100 R RING NOZZLES
71 RING 77 RING
81 RING
86 RING .89 RING
.93 RING
GPM DIA
96 RING 0.5 DN
GPM DIA GPM OIA
0.6 DN
GPM DIA
0.7 DN 0.8 DN
GPM DIA GPM DIA
PSI
GPM DIA GPM DIA
GPM DIA
GPM DIA GPM DIA
S
40 66 208 78 212
�,,$
91 215
103 224 118 '235
134 238
152 242 45 154
66 168
91 182 118 196
81 235 96 240
110 245
125 260 141 270
164 275
183 250
143 216
a
60
— — —
80 94 255 111 265
127 275
145 285 163 300
189 305
211 315 — —
— —
—
t00 . ow 105 270 12a 280
142 295
162 305 ie2
—The diameter of throw is approximately 3% less for the 21° trajectory angle, 60/b less for 18°
150 SERIES BIG GUNS: - 240 TRAJECTORY*"
150 T TAPER BORE NOZZLES'
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
8"
Nozzle Nozzle
9" tA"
GPM DIA.
GPM DIA.
GPM DI .
.7"
P.S.I. GPM DIA.
GPM DIA.
GPM DIA. GPM DIA.
110 265'
143 ' 285'
182 305 225 325'
275 345'
330 365'
385 3B0`
60
128 290'
165 310'
210 335' 260 355'
315 375'
380 395'
445 410'
80
143 310'
185 330'
235 355' 290 375'
355 400'
425 420'
500 440'
100
54
330'
204 350'
258 375' 320 395'
365 420'
465 440'
545
120 157
150 R RING NOZZLES
Ring
Ring
Ring
96"
Ring Ring Ring
.97" 1AB" . 1.18"
DIA.
1.26"
GPM DIA.
GPM DIA.
GPM DIA.
P.S.1.
GPM DIA.
GPr DIA. G IA. G . .
_
110 260'
143 260' 300' 315'
275 335'
330 350'
385 365'
60
300, 320, 260 340'
315 360'
38 0'
445 395'
80
100
128 280'
143 300,
165
185 320' 235 340' 290 36tV "
�
355 380'
4251L�400'
500 415'
120
157 315'
204 335 258 360' 320 380'
385 400'
465 420'
545 435'
"The diameter of throw is approximately 3% less for the 211 trajectory angle.
200 SERIES BIG .GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES -
Nozzle Nozzle
Nozzle
Nozzle
Nozzle Nozzle =No Nozzle Nozzle
1.1 13"1.4"
1S"
DIA_
GPM
1.6"1.75"P.S.I.
DIA: GPM DIA. GPM
1.05"
GPM DIA. GPM DIA. GPM DIA GPM DIA.
GPM m
5
270 360, 310 380' 355 395' 415 410' 480 430'
555 450'
630
465' 755
495' 890 515'
70
_ `
390' 350 410, 405 425' 475 445' 545 465'
625 485'
15
505' 855
535' 1005 555'
90 310
r Q_
`340 410' 390 430' 445 450' S25 470' 605 495'
695 515'
790
535 945
565' 1110 590'
110
2.m ar.
485' 655 515'
755 540'
860
560' 1025
590' 1210 620'
130 370 425' 425 445' 485 465' 565
200 R RING NOZZLES
1 " Ring
13/41 Ring
1 r/V Ring
2" Ring
1 y," Ring
1 �/a" Ring 7 /�" Ring
166 actual
(1.46" actual) (1.56" actual) (- )
1 74" actual)
( -
(1.83" actual)
GPM DIA.
(1.93" actual)
GPM DIA.
(1.29" actual)
PS.I. GPM DIA.
GPM DIA. GPM DIA. GPM DIA.
GPM DIA.
c
445 410'
515 425'
585 440'
695 455'
iQ 250 340'
330 370' 385 390'
- _
r
Mom ? TSl�5`a it
420' 615 440c'
590 455'
675 470:
805 490'
80_ 290 370
1
380 400' 445
425 S j
_
660 480'
755 500,
900 520'
100 325 390'
k
425 � 500 445' 575 � 465'
_.
725 50005'
825 520'
985 545'
120 355 410'
465 44� 545 465' 630 485'
"The diameter of throw is approximately 2% less for the 24° trajectory angle, 50/6 less for the 21" trajectory
angle. J _^^I
n e" r'n"o rnnAiiinns or other factors.

Wettable Acres Determination Certification
Name of Facility: 1;1-W1V&V W05TBrva1< PA-Fzm
Owner(s) Name:
tarAziv% WESTBp.9bk
Number: 51 - 32
Phone No: qjq- g3u.711114
Mailing Address: M4 Scour RvAv Fawn oA ks, M6 7-16;,z4
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste -
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: W05-rsRook
Owner Signature:- _ _ _/f� Date:
Technical Specialist Name:
Technical Specialist Signature:
6-Ea12" N • PC, -Ms
Date: ZS ►YO✓00
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
NC Division of Water Quality
Non -Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN 4�
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its.capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 5043 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 137531 cubic feet or
1028731 gallons.

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

SHEET 1 OF ,2,.::
i` SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
r------------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream tqe of the dike.
Precautions shall.. be. taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
------- -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL, IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET _2 OF... 2-
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay.liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected -from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the.recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When the drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

r
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
' USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS, 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE. NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST .SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED: APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR:SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS,/ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

x..
Total Volumes Volumes by Project
(combined volumes for each drawing)
Project: Frank Lee
Drawing: Drawing 2
Number: GHF048
Location: Johnston Co.
Bid Date:
Engineer: G. Pettus
Owner: F. Lee
Estimator:
---------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/29/94 Time: 10:22:29
Drawing: Drawing 2
Grid cell size: 3.55 by 3.57 Original drawing scale: 100.00 ft/in
Expanded Expanded
UTFILL CUT FILL
-
------------------------------------------------
Proposed 19244.721 11507.04 19244.72 14383.80
I
Existing ( 0.00%)I ( 25.00%)
----------------------------- -------------------------- --------
---------------
vet: I 7737.681 I 4860.92I
Project: Frank Lee
( + Expanded Expanded
ICUT FILL I CUT I FILL
-
--------------------------------�- -
-
Project Totals: 19244 72I 11507 04 19244.72 14383.80
- Average-Shrink/Swell Percent J
0.00%)l ( 25 00%)
?roject Net:-----------------�_--7737.68-------486---0.92----�----------

---------------
Site Balance Report
Grid cell size: 3.55 by 3.57
Original drawing scale: 100.00 ft/in-
-----------------------
_____________
Project: Frank Lee
Drawing: Drawing 2
Number: GHF048
Location: Johnston Co.
Bid Date:
Engineer: G. Pettus
Owner: F. Lee
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/29/94 Time: 10:17:18
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta
0.000
Cut
19244.72
Fill
Cut - Fill
Fill
0.718
17543.54
14383.80
18331.76
4-
4860.91
0.618
17776.98
17776.07
0.91
Raise "Proposed" by 0.618 feet.

Orientatior
56.
54.
52.
50.
48.
46.
44,
42
40
38
Lower Left
3D Mesh Surface
Proposed
Project: Frank Lee
Drawing: Drawing 2
Number: GHF048
Location: Johnston Co.
Bid Date:
Engineer: G. Pettus
Owner: F. Lee
Estimator:
Inclination: 20.0
Sur -fa

45.09
5.00
ELM
00
Report: Plan View Cross-section Locations
Project: Frank Lee
Drawing: Drawing 2
Surface: Proposed
Prepared by: eOLDSBORO H00 FARM using SITEWORK
Date: 03/29/94 Time: 10:43:57

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UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITEEV�LUATION
Af,-.fj" Qrd IFf- /Vo" ,ajatg
lI
GENERAL INFORMATION
NAME- E)-;!- - L-��---
------------------------
------------------------
^n f Ws.-- 1.2351
6C%esf 78� /7
LOCATION-----5 fgosT,(f�y� oog__
------------------
------------------
------------------
SIZE OPERATION t-2-'Q---
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -----FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO -
If yes, SCS cannot provide assistance.
�w S
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES- NO----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO -
If yes, landowner should consult with local zoning board'
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES-`-Z - NO ----
If yes, see,Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1
C_n,s —,0h
pro f)14r

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO-Z
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL -PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES
HABITAT
/
PRESENT?
YES----
NO- V
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN
THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON
AN
ADJACENT NATURAL SCENIC AREA?
YES----
NO--�I­
.IS AN ARCHAEOLOGICAL OR HISTORICAL SITE
LOCATED
IN THE
PLANNED AREA?
YES----
NO -
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPOF ANT
FARMLANDS IN THE OPERATING UNIT?
YES- ►-✓�--
NO-�
WILL THE ACTION RESULT IN SODBUSTING?
YES----
NO -
If yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER ..
•.......PREDOMINANT WIND DIRECTION? YES- NO----
POSSI-BLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU . FT . UPWARDS TO / Nee T� �s z
3 CU.-FT./LB. OF ANIMAL? YES-V _ NO----
•••.....PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE /
CAPACITY? YES- ✓ _ NO----
........ USING GOOD SOUND JUDGMENT IN /
LAND APPLICATION OF WASTE? YES---- NO ----
Page 2
1.s Ca 4,

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES- NO ----
IF NO, DOES:PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- _NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet
SOIL INVESTIGATION
YES- � - NO------
YES--- NO ------
YES-- NO------
QUESTIONABLE--------
YES------ NO------
tosite evaluation.)
SITE APPROVED YES-J-/--- NO------ CONDITIONAL --------
COMMENTS
---f-----------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE LUATJON BE NVALIDATED.
-- -- �'�',---------= i
SIGNATURE DATE --� -
Page 3
Ckck wi-N
FrcLnk- de br
6.D11 1 % 11 I c— mn
Fr.. k "Chan j

— 600-
ANIXAL WASTE i*.ANAGMMM PLAN CZRTIFICATION FOR
ri d a e. 3 ��1YoO
NEW OR EXPANDED FEEDLOTS
Please retu= the completed fo= to the Division of Environmental Manag'eaent at
the addrasa oa the reveraa aide of thin fp=.i/
..,ame of farm SP 1 -.ase print): �� 6t ]Y001< i -D V l' o
Address • ! �K .S-c nse.,f xee d On .
Phone NO. -
County:_ a oA
Farm location: Latitude and Longitude:41fo,&_/5 / `���Q( (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.):
Design capacity (number of animals)
Average size of operation'(12 month population ayg.): 6i)
Average acreage needed for land application of waste (acres):
Technical specialist certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to ISA NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for -the farm named above
has an animal waste management plan that meets the design, construction,_
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and
1SA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-ha_ue_been verified by. me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; --adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater.runoff events less severe than the IS -year, 24-hour
storm.
me of Technical
-ffillation:
Address (Agency)T;
Print) 111 S &) .S,,Z
Signature: rAU.- M-If Nam- Date:a/12
==e=eeeae-a.�c:cx=cs-x==�naa=ei:�c�=sazm�=a=x=:as�asve=a3�=o�===saoa�as
Owner/Hamagar Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this. system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Nave of Land Owner (Please Print)
"In
Signature-
Date
Name of iianagar, if different from owner (Please print)
Signature: _ Date:
112te_: A change in landownership requires notification or a
(if the approved plan is changed) to be submitted to
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNbW#
new certification
the Division of

:WAST3 `1 Gam' PLAIT CSRTIFIC_ATI0:1 FOR M W OR SANDED FEEDLOTS
rv�r_ �A
sfple i" ar 3
rL ated for
= to the Division of Enviroaaantal Waaage-eat at f
Pl;a+- xatttx7s .C}Sa e7
►�'' th use dxaaa on tha XQVa•r+ia side of thin foza.
Of ' farm (Please pri t) F e
Address :_ 13 iD S r✓ eolel
.-ocer uA er •►: (.. .Z7s,,;Z5f Phone No.:
County:_ _�'e A,,
Farm location: Latitude and Longitude:aZ �` yam" /.M" LLW (required) . Also,
Please attach a copy of a county road map with location identified.
Type of operation swine, layer, dairy, etc.): 21380 -ic-gabhIlla
Design capacity (n r of animals) :Z PPO
Average size of operation-(12 month population ayg,): o
Average acreage needed for land application of waste (acres): 3 1 -
__=__=-=-=ca===a=aa=ssas===:csa=sss==sass:sac==case:a..saaa�r=sta=vccroscre=saa
Tec'.saical Specialist CaL-tificatioa
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F :0005, I certify that the new or
expanded animal waste management system as installed for the farce named above
has an animal waste management plan that meets the design; construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Corunission pursuant•to 15A NCAC 2H.0217 and
15A NCAC 6F 0001-.0005. The following elements and their corresponding minimum
criteria-hauP been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity;'adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipmentp schedule for timing of
applications; application rates; loading rates; and the control of the discharge
Of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm_
Na=e of Technical �Sp4jcialiat (Please Print)
Affiliation: S '/
Address (Agency p 5 r� Phone No.
,r(i � 2757%
Signature: ((J Date:_6-,?;Z
===ccaaaaacssaacasssscas.:sssasa'ssars�ssssaasaaas��ssssasssaasssaas�ts�sss
Owner/Hanagar Agreflma.at
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be -filed at the farm and at the office of the local Soil and
Water Conservation District.
Nara of Land Owcor (Ple a) Print) : L L
Signature 'Z Z /`—
Date:X
Naas of Han:qar, if different from owner (Please print):
Signature: • Date:
Note: A change in landownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

1\ `�eoat'menr o!
��1• Ayr-c:;icut*
CPERATOR:
Sod
Can]ervaiion
Service
PP -a Nlc LEE
?lease review the attached plan and specifications care.`ully. Ra
this plan for your use and records. in
It is strongly etrecommended 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
::nderstar,d what is-axpec;ed so that everyone 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-RESPONSIOLE for final layout and design of the pads. The
Soil Conservation Service personnel wilt assist in a limited capacity,
as its major concern is the proper design and construction treatme,of the waste
nt 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
acssible. 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;
56700cu.ft, • ��cu.yds.
Estimate of Excavation:
---.cu,ft. + tq� 21�cu.yds.
Estimate 01 pad 4 Oi ke:
-.cu.ft. - 11�cu.yds.
(, 67 : ( 'Ration 7E FxrrREtr �r > GRt y �Y rN� To kl � 51-P& pAcs cow as 05S181-E.
er. woucDSutrslrE rse P
f1r �ATIDOWIJF K -C-AUNT• ✓`XTpA DIRYTD g� FLusFI HOItSf 0f:SIG-Nfp
Job C l,a s s 2Q 2q MARL�i �l�i c Gt55D IN FIZONr o F 13t_065.
�a Ce � �ci� oo.� ct,ldir }HOC U
�C s 0. t'Ov
Designed By a� QQS
a e
nePcl
Design Approval
r { ame
,
CA - 1014 _
• Date �e�oT� �(�x: tlrirJ v
�1
O 7^. SO4 Can301.41,an Svr,C*
A;a.cy ,, ,.
A91,cy„we

^-)erator:Frank Lee County: Johnston
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs.
0
sows
(farrow to
feeder)
x 522
lbs.
2880
head
(finishing
only)
x 135
lbs.
0
sows
(farrow to
wean)
x 433-lbs.
0
head
(wean to feeder)
x 30
lbs.
Describe other :
Date: 03/29/94
11,50.0 feet
= 0
lbs
= 0
lbs
= 388800
lbs
= 0
lbs
- 0
lbs
0
Total Average Live Weight = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. AZW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 1 % f
/-cLr)j oxwer- re uesl d hn-S4ude- UD/ume- Le_
Volume = 0.0 cubic feet adge j, ows
y-8-9�f
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 365.0
Inside top width (feet)---------------------- 200.0
Top of dike elevation (feet)----------------- 52.0
Bottom of lagoon elevation (feet)------------ 40.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 • 1
Total design volume using prismoidal formula
SS/END1 SS/.END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 359.0 194.0 11.0
AREA OF TOP
LENGTH * WIDTH =
359.0 194.0 69646 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
293A 128.0 37504 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
326.0 161.0 209944 (AREA OF MIDSECTION-* 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
69646.0 209944.0 37504.0 1.F
Total Designed Volume Available = 581339.CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
365.0 200.0 7300.0.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 73000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 388800 lbs. ALW/135- lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatE
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0:•0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.Y
180 days excess rainfall
7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 42583.3 cubic feet

'5D. Volume of 25 year - 24 hour storm
Volume = 6.7 inches / 12 inches per foot * DA
Volume = 40758.3 cubic feet -.
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94948
cubic
feet
5B.
0
cubic
feet
5C.
42583
cubic
feet
5D.
40758
cubic
feet
TOTAL 178289 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation======_====> 7.0 inches
25 year - 24 hour rainfall==================> 6.7 inches
Freeboard===================================> 1.0 feet
Side slopes_________________________________> 3.0 . 1
Inside top length===========================> 365.0 feet
Inside top width============================> 200.0 feet
Top of dike elevation=======================> 52.0 feet*
Bottom of lagoon elevation==================> 40.0 feet
Total required volume=======================> 567089 cu. ft. *
Actual design volume========================> 581339 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 43.9 feet
Stop pumping elev.=================---------> 48.1 feet
Must be > or = to the SHWT elev.==========> 43.9 feet
Must be > or =-to min. req. treatment el.=> 46.0 feet
Required minimum treatment volume===========> 388800 cu. ft.
Volume at stop pumping elevation============> 393025 cu. ft.
Start pumping elev._________________________> 50.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 540581 cu. ft.
Volume at start pumping elevation===========> 533396 cu. ft.
Required volume to be pumped================> 137531 cu. ft.
Actual volume planned to be pumped==========> 140370 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY:, APPROVED BY:
DATE: L 4 fit( DATE:�-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SCS-ENG•538 U. S. DEPARTMENT OF AGRICULTURE.
5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME. r Ce DISTRICT
DATE 93 COUNTY
S. C. S. PHOTO SIIEET NO. Al -a D . 18507 WORK UNIT
WATERSHED AREA MEASUREMENTS Ld po'i�nT�
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES -TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO.:IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. acAle 1'r= fee.[)
Ltuute rrttrenCc anent in C~er line of dam and Identify on skokA.
8 to itr Q = Jr 6 C
I
00 S
I t
I �
b I
1-t Al
-* !Z
i
SHOW
BORING NUMBER AND PROFILE
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SCALE
_ on -sate Donngs.
P
P I
p lai
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--
irk
BORINGS MADE BYtva*u P'nL-c SIGNATURE & TITLE
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"-

s WASTE UTILIZATION PLAN
County:
Owners name--' Y•
Mail Address-:
Type of production unit-- iZ0 �v l
r a-�rn�iG- ry�s�e r 14rnn�� G AQaOr�
Type of waste facility ---
your animal waste management facility 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
ground water. The plant nutrients
pollution of surface and/or
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
applied. This waste utilization plan
where the waste is to be
uses nitrogen as the limiting nutrient.
andWaste
annuall
oulsaibtests
analyzed before each application cycle
plant nutrients can be balanced for
are encouraged so that all
realistic yields of the crop to be grown.
Several are important in implementing your waste
to maximize the fertilizer value of
utilization plan in order
the waste and to ensure that it is applied in an based on the
environmentally safe manner. Always apply
needs of the crap 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 breve pliedr.Dotnot
land eroding at greater than 5 tons p
er acre apply waste on saturated soils or on landwhen esult inersurfactois
frozen. Either of these conditions may
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 animal waste is based on typical
The acres needed to apply Y Acreage
nutrient content for this type of facility.
requirements may be more or.less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
tons waste/animal/yr= $ 72 tons
g animals x a total waste

40-,nt of Plant Available Nitrogen Produced Per Year:
$BO animals x 2. _ lbs. N/animal/year = 66 zy lbs./yr
Available N
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. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every b
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Per Ac. Used Apply
/Vo f ti lk-
S r>l -tJ l —ra,
(Q0
2.
o S!( CcR�✓.
, :
fro.. c
,a?
Vz-
�n,rr.
r .�r�
15'06
NnN G?Our
` r
r
god
IAN
Po.;ns
es
5
it
.G Q
sea;
Or l�
Cod 4a%
.
:]�
j,05�
n�� l-
Auaoti —
SJ
20L.r,t
r:)eurl
coaII"
S,
✓
1�
q.3R
r
11 4a 41Ir
Fr�ld �3
v
f 'a�51o1
wan Y+tI.M
l
�•
Ne •11(
3
/r �,.rr�ui�
ern
/
n
�•
e
27
Total F4
Available Nitrogen
Sum Or Def i c it
NeC J TC, Sr'clr .J
Narrative of Operation:
Lz-
%Yl /,r�?�i%. ;� .?•!� ,`.c.JA�!/ i;'/'S/{ /r) Fr 4:"�' � ti•�C is :ram ? `�
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste. r/
Prepared by:
Concurred in by:
NaAe Title Date
Producer
(Copy to producer and copy to case file)
Date

s
/A e- 93 y - #93;Z
/ylo b, le %--173 y
r! /� L E e /Y¢ 3
A el,50,7 /sr-' C4-,,]
1241.5 C: P 14,
//9 Ri Aozzle- ;o ps1
30 D X 7 C,
X , 3 S3 3,�
7
car,
C- j c-, /ra it
-Wpq r0.nt
LUe lrcl Ae,
1y� 2 eu VJA--

L ee
SOIL IRRIGATION
CRACTFIELD# ACRES TYPE GROUP RATE/HR LESS BUFFER AREAS
ACRES
DEDUCTED
USAIILE
ACRES
pp �/
�Oz
Q2
// , OD
♦� 1,I
p
.y0
Sb Cauer
1 L1
-
y q'
;
a.;ns
3,80
1
,
, 3
6
, 3�! -
o
5-/5
G"leac�
ly
Sark-�-------
s;de
11,E
—-----.__�
.S�o�00Ci x7S
—._._---- - •--
ffo=
T, in
oAck
'4 f;rlW
3
Z,3
l
, yo%u,
Voo x 95'
iD
�0 Cava
3
19.Z3
l;-D x�5
�35'"drG
�r0 �GJdY
,
I
YAR 2
2019
`z
�. 2 d X-C
oo:c
1 ro
Z3

ASCS-409 f07.24-90)
FARM NO.' NAME 8 ADDRESS
PROGRAM YEAR
SERIAL NO. l
,�/oy
p` l i '
`t 1 IIWWI
PHOTO NUMBERS
U.S. DEPARTMENT OF AGR C0LTWRE
Agricultural Stabilizalion and Conservaion Service
C
MEASUREMENT SERVICE RECORD
NAN D ADDRESS OF PERSON TO CONTACT'
TELEPHONE NO.
FARM LOCATION
—"
s E 4.5 1�&V&)
_ SECTION I -SERVICE REQUEST AND
COST
1. KIND OF SERVICE REQUEST
2 PROGRAM CROP OR LAND USE
3. NO. ACRES
4. NO. PLOTS
S. COST
6. BASIC FARM RAiE
0 Stake and Reference
Measurement after Planting
f
7. TOTAL ACREAGE COST
Remeasurement
OTHER
(Sp ecilY)
S
S. TOTAL COST OF SERVICE
J `
TOTAL -0-
REQUESTED
—
9. PERSON MAKING REQUEST
10. CASH RECEIPT
I hereby agree to pay the cost of the service as requested.
PAYMENT RECEIVED FOR SERVICES REQUESTED
S UU CKOR MO
CASH
SIGNATURE OF PERSON MAKING REQUEST DATE
SIGNATURE OF COUNTY OFFICE EMPLOYEE
DATE
J
11. FOR REMEASUREMENT ONLY
12. SPECIAL INSTRUCTIONS TO REPORTER
REFUND FOR(Crop or service]
No Refund I
U CHECK NO. DATE APPROVA7
REPORTER NAME DA'iE ISSLED
DATE RETURNED
SECTION If -RECORD OF MEASUREMENT SERVICE PERFORMED
ACRES DETERMINED
TRACT FIELD
CROP OR LAND USE
Nn NO. GROSS DEDUCTIONS NET 66,014N
— td 15 16
119I q
17 18 19 20 21 22 23
24
�14i✓aC
-% %
C u a pie I
2. 7 f
use.
7rl
�i4rJ�
y,
f=cS�uL kv 7ILA
4
Use
/
�
TOTALS
EPORTER: All required determinations for this REPORTER
rm visit have been made in accordance with
)pticable procedures.
ased on County Office records, the land designat for (ACRE] or CU for PAYqEl
arified as meetinl? ❑) the croppinq requirements or other eligibility requirements, as
DATE
ets ❑ , does not meet ❑ , cannot be

ASCS.409
FARM NO. , NAME & ADDRESS PROGRAM YEAR SERIAL NO.
s� nO �� y� PHOTO NUMBERS U.S. DEPARTMENT OF AGRICULTURE
!J r f� Agricultural S!abilization and Corservation Service
10 ,AjC 2' MEASUREMENT SERVICE RECORD
NAB+ � ADDRESS OF PERSON TO CONTACT .
f TELEPHONE NO. FARM LOCATION
SECTION 1 - 1. KIND OF SERVICE REQUEST 2. PROGRAM CROP OR LAND USE SERVICE REQUEST AND COST
3. NO. ACRES 4. NO. PLOTS 5. COST 6 BASIC FARM RATE
Stake and Reference '
Q Measurement after Planting ]
7. TOTAL ACREAGE COST
0 Remeasurement rGj1/s,, ,.i i
G DTHER
r
'Specify)
v�
S. TOTAL COST OF SERVICE
I , i REQUESTED
TOTAL -► L'U
9. PER! ON MAKING REQUEST
10. CASH RECEIPT
I hereby agree to pay the COSt Of the Service as requested. PAYMENT RECEIVED FOR SERVICES REQUESTED
REQUEST
SGNATURE OF PERSON MAKING `$ CK OR MO CASH
DATE SIGNATURE OF COUNTY OFFICE EMPLOYEE DATE
11. FOR REMEASU EMENT ONLY 12 SPECIAL INSTRUCTIONS 70 REPORTE
No Refund
REFUND FOR Crop or service)
� .
MOUNT CHECK NO, DATE
APPROVAL REPORTER NAME DATEISSUED
i
DATE RETURN=D
SECTION it - RECORD OF MEASUREMENT SERVICE PERFORMED
TRACT ACRES DETERMINED —
FIELD NO. NO. CROP OR LAND USE
f GROSS DEDUCTIONS NET opP(,p
16 17 18 19 20 21 22 23 24
a
Cro 1t.l�lJol� P(te,Ls���1" ��.� u.3f
� � Go4s�Al � ,�� �—o � a•b[
TOTALS as a
°URTER: All required determinations for this REPORTER ! DATE
n visit have been made in accordance with ,licable procedures. ( } I ,n„
3ed on County. Office records, the land designat For (A R❑ or CU for PAYME, 3 ] 5
❑) ( is El, does not meet ❑ , cannot be
iced as meeting l or other eligibility uirements, as apFlicab e.

a�• United States Soil
�� Department of Conservation `''n Agriculture Service
George H. Pettus
Goldsboro Milling Hog Farms
P O Box 10009
Goldsboro, NC 27532
806 North Street
Smithfield, NC 27577
April 11, 1994
Attached is a complete copy of the plans for a hog lagoon for the
Frank Lee farm. Please call me at 919-989-5381, if you have any
questions.
Kenneth C. York
District Conservationist
Attachment
O The Soil Conservation Service
Vis an agency of the
Department of Agriculture

Z c�
LAGOON DESIGN CHECK LIST
NI; 1. Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
NA 2. Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
to acre feet storage to top of dike.
3. Storage Volumes
a. designed volume exceeds needs
_— b. all temporary storage is designed above the seasonable high
water table.
C. minimum of 6 feet treatment volume depth available
d. no sludge storage statement included if landowner so requests
4. Operation & Maintenance Plan (sheet included)
✓ a. begin and end pump -out elevations shown
5. Location Sketch (included)
✓ a. distance and direction to nearest residence shown
b. road numbers shown
! c. north arrow shown
Hazard Classification Sheet (NC-ENG-34 included)
a. distance to nearest stream in event of dike failure shown
�- b. distance to nearest public road in event of failure shown
c-- c. topo map of area.to support a & b above included
7. Waste Utilization Plan (included)
✓a. all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc..).crops shown
mob. signatures of producer & person preparing plan
11,44 c. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
✓d. legible ASCS maps of effluent disposal fields included
t/e. legible soil survey sheets showing all effluent disposal
fields included
f. suitability of soils for crops planned assured
g. attachment "B" on sampling procedure included
8. Soil Investigation Sheet (SCS-ENG-538 included)
a. minimum of three borings on Class IV & V lagoons
b. borings 2.01 below designed bottom of lagoon
V c. location & elevation of borings in relation to grid survey
d. seasonal high water table at highest elevation
�'.. VP e. borrow area location shown
i
i

v9. Seeding specifications included (lagoon dike and other exposed
areas around buildings)
10. Construction Specifications' (sheet included)
,/ a. need for cut-off trench addressed
✓ b. need for sealing or lining with impervious material addressed
and -anticipated locations of such areas identified
t/c. protection of liner during,initial filling and near flush
pipes addressed
11. Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and
surface water diversions
.-b. location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
mac. surface water removal (pipes, outlets, etc) shown
L-- d. soil borings location shown
✓e. TBM location & elevation shown
�- f. existing utilities located (if applicable)
qs /.. , Spa_. ;-.A`'e
12. Typical cross-section included
--a. dike elevation & top width shown
U-b. lagoon bottom elevation shown
c. side slopes shown
'd. effluent outlet pipe invert elevation shown
­e. building pads - elevation & grade shown
Jf. cut-off trench shown - if required
Wig. liner shown - if required
13. Volume Computations
­- a. excavation.
L- b. dike fill
--c. pad fill
14. Summary Sheet
a. design requirements
-b. excavation volume
� c. fill volumes
d. cut -fill ratio
-'e. job class
r/A 15. Location of subsurface drainage (if present)
16. Presence of utilities addressed
✓17. Observation of cultural resources statement included
,,i18. Operation is outside of jurisdictional limits of municipalities

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner, „
Community or Group No.
.Estimated Depth of Water to Top of Dam
. . 4; - ..:..
NC-ENG-34
September 1980
County ':S.o %rn s La
Conservation Plan No.
Ft. Length of. Flood Poal ;,;$- _Ft.
Date of Field Hazard Investigation -zt -" 5y
Evaluation by reach .of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Elevation
.
Kind of
:Improvements: of Breach
Reach: Length: Width: Slope:
Land Use
: Improvements
: Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft.
%
Ft. Ft.
0 b
3�
=�o �n
�oHAll
2
CiQ Oa
rr�� 1r
:lNli0 [( GLM
Dn f-
!�
Chendlrw c�
5 -1DO
3
:/,00` :3oo
,S
ree`c
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach da;� ��f 6w� .'
001
rCLc A WIC)
Hazard Classification of.Dam 0 b, c) (see NEM-Part 520.21)
Dam Classification � II, III, IV, V) A wn '1465_
By
name
tle
Concurred By�
name(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 3-%6-"
Date //'—

"4/ '4a
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02
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—_ > 0000
7M1 J FEET
7
3917
3916
93
88
B,6-n�fdn%AH 3915
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3914
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�J
% Of
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N
176
[197 IN --Cem
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-12
1194 St -John
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196
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A

N
-- _ of _
Acyri-Waste Ma--n-agem:ent
Biological and -.Agricultural Engineering North Carolina State Llrriuersity
:;..LIVESTOCK WASTE SAHPLING,• ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
Janes C. Barker*
I. S.A- PLE COLLECTION
A. Semi -Solid •Lot:Hanure - t..
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.;-`
ii. From storage -
a. Collect about 2 lbs of manure from under .the surface crust `
avoiding bedding materials and using nonmetallic -collectors.
B. .Liquid .Hanure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2- nonmetallic conduit open on.'boch ends into
manure to pit. -floor.
b. Seal -upper endtof conduit (e.g., by'placing a - thumb -over end.
of conduit) trapping manure that has entered lower*eiid,•remove
and empty slurry into plastic bucket or nonmetallic•container.
c. Take.subsacmples from 5 or more locations or at least 1 quart.
d. tiix.and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or -tank
a. :lake sure manure has been yell nixed with a liquid manure
chopper-agizacor pump. or propeller agitator.
b. Take subsarnles from about 5 pit locations, from agitator
-(- rti ✓..- �..-. j
or from manure, spreader and place in a plastic bucket. � •_:::� .--_y-•::=
* Professor and Extension Specialist. Biological and Agricultural Engineeriiig�
Deparcmenc, North Carolina State University, Raleigh, NC.
;;''- =•
...7 �i-• v v
�..z
- - rs-

2 or 3
c. Hix and add 3/4 pint to a nonmetallic sample concainer. /
C. Lagoon Liquid
on liquid from inflow pipe
i, Collect about 3/4 pint of recycled lago
to flush tanks in a nonmetallic sample concainer.
ii. From lagoon
a. Place a small bottle (1/2 pint or less)'on end of 10.15' pole.
b. Extend bottle 10-15' away from bank edge -
c. Brush away floating scum or debris.
d. Submerge bottle'vichin l' of. liquid surface.
e empty into a plastic bucket, repeat about 5 times around
lagoon, mIx,,and add 3/4 pint to noruaetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e-g-•
areas around feeders and waterers. and estimace percent of
floor surface in each area.
b. Take about 5 liife20%uofalptceraoflocations
visualproportionate
quality is
item a. E•g
around feeders rremainder ofsfloor pand the
surface.
ocher 4 subs ples from
t litter
lascicfrom.
buckec�. by 6" area doL-n to
c.•At each location, collec
earth floor and place in a p
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 1-gallon freezer bag and seal.
ii. From stockpile
out 5-locations at least 18" into pile.
a. Take subsamples from ab
b. Hix, add 2-3 1bs to nonmetallic sample container and seal.

3 of
II. SA2SPLE PREPARATION AND TRANSFER
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, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package .with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp..
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co. iv. VASCO
3315 Vinton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, NI 53538
Ph: [phone] Ph: [phone]
F.-Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Vaste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. 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 on litter: etc.)
c. waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid; sludge; broiler -house litter. stockpile
iv. Routine analyses performed on all samples
v. Additional analyses performed upon request
P cr
N. P. K. Ca, H9. Na.
S, Fe, Yin. Zn. Cu, B
DM, Ho, Cd. Ni, Pb

• r I
U. S. DEPARTMENT OF AGRICULTURE APPROX. SCALE 111 = 13201 Jom
SOIL CONSERVATION SERVICE
�USOa..SCS-TORT WORTH TEXAS
COOPERATING WITH
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VI
MANACEM= PLaN CsRTIFICATION FOR irZW OR EMPANDED FEEDLOTS
retsiSa :tha Goypleted foa= to the Division of Envisonanntal Hanageaent at
'h�:..aad. ns oa Lha ravnran mid* of this fdra.
Name of farm (Please prigt):
Fraak
,"ou w 04,r MG. -2ZX2 y Phone No.: -9 3
County:_- _= ham-7S, _
Farm location: Latitude and Longitude:,aZ L:E� ! " /Zj. Z ?oN (required) . Also,
please attach a copy of a county road map with location identified.
Type of. operation Cswine, layer, dairy, etc.): 80 - f ,
Design capacity (n r of animals):
Average size of operation'(12 month population ayg,): O
Average acreage needed for land application of waste (acres): 3 R1-
����=o�ao=.as.ca.c.ama�so==snst�ssee=�a�ss3soe�oaa�s3�os=�=ss=s�ar�a=_�a�=a=a=
Technical Specialist Cas-tification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to I5A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant 'to 1SA NCAC 2H.0217 and
15A NCAC 6F 0001-.000S. The following elements and their corresponding minimum
criteria-haue_been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity;°adequate
quantity and amount of land for waste utilization (or use. of third party); access
or ownership of proper waste application equipmentp schedule for timing of
applications; application rates; loading rates; and the control of the discharge
Of pollutants from stormwater runoff events less severe than the 2S7year, 24-hour
storm.
Name of Tacbaical $$p cialiat 1(Please Print): W c5rn;
Affiliation: S '1 Cyr a! car i e 4
Address (Agency O See Phone No. --S
r.(i o C- 2757�
Signature: UJ Date:_
. se..�=a=sazssaasasssmassssssesssss��rissssassrss'sss:sass=sss�eaassa�sss
Owner/2ianager Agreaaaat
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from A storm event less severe than the 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District. Nam. of Land Owner (Ple a Print) L Lie --A—
Signature• ���-- Dx - Z Z
ate:,
Nazsn of 7dasagar, if different from owner (Please print):
Signature:
Date -
!Tote: A change in landownership requires notification or �a new certification
(if the approved plan is changed) to be .submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT
certify that I (own, have access to) the
(producer)
following irrigation equipment:
TYPE IRRIGATION ANrD SIZE
AVAILABLE FROM
;o:vner of equipme-rt)
I further certify that, through the arrangements I have made concerning irrigation equipment. I
will be able to irrigate as necessary according to my waste management piano.
Signature _ Date r �r 2 -2 f
(producer)
PRODUCER CERTIFICATION OF INTENT TO PLANT GRASS FOR
IRRIGATION
��
I• Y ".!'� certify that I will plant the specified grasses
(producer)
as outlined in my waste management plan at the next available seeding date. If this seeding
date is in excess of 6 months rrom the date I stock animals, then I will provide a temporary
cover of small grain if needed for irrigation.
Signature X t� _
-_ Date 2L f V
(producer)

OK
PA MAP *AaUDES CMK*f S
AV OR LWPORTAW NCI .,
MLEAGE NOT SI4OVVP.
ROADS S14OWW AS 0
C2
SS 9
. % Mdt.F A�y
dill C2

Johnston County
Geographic Information Services
PM ow WA 9NYl pkrm W3m xm" (919) 0"M
PARNUM.w....: 02M19013
NCPW.._....: 2517-22-5657
MAPSHEET-_: 2517
OWNERNAME....: LEE, WILL IAM FRANK
ADDR1......-: LEE, TINA S
ADDR2......-: P 0 BOX 148
ADDR3.—.-:
CITY_- SMITHFIELD
STATE_... NC
ZIP__.....: 275770148
BOOK_.. 1560
PAGE........ 0457
CALC ACREAGE..: 34.58
TAXED ACREAGE.: 35.270000
REVALUE-_- 72940
MARKET._....: 72940
LASTMOD.......: 20-JUN-00
information is valid **ONLY** at
state plane coordinates (NAD27)
X-coordinate».: 2212550.62
Y-coordinate...: 572674.93
township—.: Bentonville
stj------ N/A
city limits.- N/A
soil type......: NoA
zip code....- 27524
census tract--. 413
fire district- Bentonville
rescue district: grantham
power district.: CPL-CIJNTON
water district.: N/A
Scale: 1 inch = 490 feet
Date: November 16, 2000
Disclaimer:
Johnston County assumes no legal responsibility
for information represented here.

***DISCLAIMER***
Johnston County assumes no
legal responsibility for the
information represented here.
0
sal c/�aS6
3.,
CXtb A _
A
2e 10 r
12.
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6e.69
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Ar, t-✓c, ra 4 �
R
November 17, 2000
1 inch = 489 feet IN

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production J3 - Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals N Dry floors
Floor surfaces • Wet manure -covered floors 0 Slotted floors;
A Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal' by flush, pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans Volatile gases; 0 Fan maintenance;
Dust
0 Efficient air movement
Indoor surfaces • Dust Ell Waslidown between groups of animals;
M Feed additives;
O Feeder covers;
N Feed delivery downspout extenders to feeder
oekem
Flush tanks Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are filling ❑ Extend till lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater ❑ Underfloor flush.with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon §4 Extend recharge litres to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • TAgitation during wastewater ❑ Box covers ^
or junction boxes conveyance

EndSOucre
lagoon mmpipe,
1'agOOn SIIrF _
lrrigatio
nozzles n sprinkler
Irf age tan o
ace
1�g bas
13 surface
slurry or
er outlets
`rj manure
sludge on field
at
• Agitation d Cartse
C017 tin dur Ig Wastewater
• Volatile gas emiss
• -Biological m
Agitation ixin g'
' pressure agitation.
driQ
partial microbial dec
. Mixing while °mposttion;
A ita • filling;
tton
Extend dies to il7initnize Odot
lagoon liquid le point o fpi 'PCs el underneath
Cooper lagoon liquid carp)
Correct lagoons aclty,
a Minintutn goon �A procedurer
Minimum a �'ea-to-volume
a gitation ratio;
Mcchanlcal When•pu. tnping; 4 aeration;
proven biological additives
� Itrigate on
Or Minimum red+Y days wiur little no 0 or Wind,
mMended operatin pump intake near "�.
la b'Presspre•
goon ,
Pump froth sec0nd_sta liquid surface; .
d Bottom or ge lagoon
Wheq a mldleve11oadinB;
mpo' ,g Q Tank covers;
Mixing 4►'hllcV•q! aecoml
• filling;
Agitatio
• Agitation when emptying
when spreading;
Volatile gas ctnissions
Volatile gas e
drying missions while
Iis
1110
1 dis • Crcass decomposition
posal
Carm3S der.,.,._
• Incomplete
combustion
Cl Basin surface
m
0 ,ats of -solid..
Proven biological additive
Extend drain pi e o s or oxidants
level; p . utlets un
O derneath !!quid
Remove"settle
d solids regularly
soil injectio
Wash re
n ofstuny/slud,
dual t,es
C1 Prov manure from s
en biological additive Preader afte�Ljse,
0 Soil injection ofslur s or oxidants
0 Soi! incor ry�sludges
d poration within qg hrs.;
Spread in t/tin
uniform layers for
� Proven biological additives or o rapid drying;
Proper dis xidants
O position of carcasses
asses
covering of carcasses
1J Ser location/construction o f In burial Pits,
Secondary stack burners drsposal pits
p

Source Cause BM.Ps to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; 3 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads X Farm access road maintenance
public roads from farm
access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; . EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment-; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manbal
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMCPs 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.
0 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids X 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.
Excessive Vegetative
Growth
Feeders
Feed Storage
• Decaying vegetation Or Maintain vegetative control along banks of _
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
C4 Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
• Accumulations of feed residues 0 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).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

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

Source Cause
iBMPs to Control Insects -
Site S eciillc Practices
Flush utters
g Accumulation of solids
ll,i� uid S sterns
® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
Lagoons and pits ® 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 to 8 inches
Excessive vegetative ® Decaying vegetation
over more than 30 percent of surface
® Maintain vegetative control along banks
growth
of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry S sterns
seeders 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
q-ause
Feed storage Accumulations of feed ®
B MPS to Control Insects Site ecii c Practices
Sp
Reduce moisture accumulation
residues
within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
®
Inspect for and remove or break up accumulated
Animal holding areas Accumulations of animal ®
solids in filter strips around feed store e as needed
Eliminate low areas that trap moisture
wastes and feed wastage
along fences
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
Dry manure handling Accumulations of animal C1
accumulated solids as needed)
Remove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
®
Provide for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
or more information contact:
'ooperative Extension Service, Department of Entomology,
Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) flake sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the 'incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone number:
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Eldridge T. Westbrook
Eldridge Westbrook Farm
199 Scout Road
Four Oaks, NC 27524-9785
Dear Mr. Eldridge T. Westbrook
NORTH CAROLINA
Environmental Quality
April 05, 2019
Subject: Additional Information Request
Application No. AWS510032
Eldridge Westbrook Farm
Johnston County
The Animal Feeding Operation Program of the Division of Water Resources (Division) has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s) within 30 (thirty)
days of receipt of this letter:
❑ Emergency Action Plan — Needs to be filled out with telephone numbers and contact details.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at 2019PermitRenewal&ncdenr.gov
Please feel free to contact me at 919-707-3702 if you have any questions regarding this letter,
Sincerely,
Ramesh Ravella
Animal Feeding Operations Program
cc: Raleigh Regional Office, Water Quality Regional Operations Section
AFOGS Section Files — AWS510032
North Carolina Department of Environmental Quality I Division of Water Resources
a
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
NOHiH GAROLINA
DMm.mofErpd emaiOwi� /`� 919.707.9000

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Eldridge T. Westbrook
Eldridge Westbrook Farm
199 Scout Rd
Four Oaks, NC 27524-9785
Dear Eldridge T. Westbrook:
NORTH CAROLINA
Environmental Quality
February 13, 2020
Subject: Certificate of Coverage No. AWS510032
Eldridge Westbrook Farm
Swine Waste Collection, Treatment,
Storage and Application System
Johnston County
` In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Eldridge T. Westbrook, authorizing the operation of the subject animal waste management
system in accordance with General Permit AWG100000. Please read this COC and the enclosed State
General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Eldridge Westbrook Farm, located in Johnston County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: 2,880 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from date of issuance until September 30, 2024 and shall hereby void
Certificate of Coverage Number AWS510032 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in, conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC (as provided above) will require a modification to the CAWMP
and this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
lVithin 60 days of the issuance of this COC, the Permittee shall submit to this Division a copy of each of
the following required documents that were missing in their original permit renewal application: (a) a
completed Emergency Action Plan.
Hoar+ E Q--;;-A North Carolina Department of Environmental Quality j Division of Water Resources
f
��/p 512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
a r 919.707.9000

You are encouraged to update your Swine Odor Control Checklist using the enclosed form. If you do so,
you must send a conv of the undated form to the Animal Feedine Operations Program at the address below.
Please pay careful attention to the record keeping and monitoring conditions in this permit. Stocking and
Mortality Form (STOCK-1) has been updated; all other record keeping forms are unchanged with this
General Permit. Please use the most current record keeping forms.
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, and/or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/waming information for your county by calling the Raleigh, NC
National Weather Service office at [phone], or by visiting their website at: www.weather.gov/rah/
This facility is located in a county covered by our Raleigh Regional Office. The Regional Office staff may
be reached at 919-791-4200. If you need additional information concerning this COC or the General Permit,
please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
for S. Daniel Smith
Director, Division of Water Resources
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Raleigh Regional Office, Water Quality Regional Operations Section
Johnston County Health Department
Johnston County Soil and Water Conservation District
Goldsboro Milling Company
Central Files (Permit No. AWS510032)