310519_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: 31-0519 Certificate Of Coverage Number: AWS310519
2. Facility Name: E & B Farm # 4
3. Landowner's Name (same as on the Waste Management Plan): E & B Farms Inc
4. Landowner's Mailing Address: PO Box 67
City: Teachev State: NC Zip: 28464-0067
Telephone Number: 910-285-3064 Ext. E-mail:
5. Facility's Physical Address: 670 Bay Rd
City: Teachey State: NC Zip: 28464
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Stephen E English
8. Farm Manager's telephone number (include area code): 910-285-3064 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Stephen E. English Phone No.: 910-284-1584 OIC #: 19642
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 1,200
Operation Types:
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 Poultr
Gilts Other Non Laying Pullet
Other Layers

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or •certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more 'than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
1 ,gyp
Name: ESIN‘,�� W • 11 Title: l \'
Signature: r` Date: 3 pat
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
' Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

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)
4
/1/07/97
Clay
RL7b, 7$7
L/S ?O o
/1, 5—
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'addr`ess 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: 2019PermitRenewal®ncdenr.gov

Version —November 26, 2018
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.1O6-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
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.
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 opiniontof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
• Date
—o26 - ti
Date

01/19/2009 NON 9:56 FAX [phone] WRLNM1
Murphy -Brown, LLC 10/17/2008 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
1002/015
Grower(s):
Farm Name:
County:
Farm Capacity:
Steve English
E & B Farm #4
Duplin
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
1200
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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 the waste
is to be applied.
Facility 31-519
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:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. 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 not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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01/19/2009 MON 9:57 FAX [phone] WRLNM1 [j003/015
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient Levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
1200
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
3212 gal/yr
4015 gallyr
10585 gallyr
223 gallyr
986 • al/yr
gal/yr
gallyr
gallyr
gal/yr
1,183,200 • al/yr
Total 1,183,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal
Total
1200
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
5.4 Ibs/yr
6.5 Ibs/yr
26 Ibs/yr
0.48 lbslyr
2.3 Ibs/yr
Ibs/yr
Ibs/yr
Ibs/yr
Ibs/yr
2,760 Ibs/yr —
" Total 2,760 Ibslyr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 16.52
Total N Required 1st Year: 2891
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops:
Total Nitrogen Produced by Farm:
Nitrogen Balance for Crops:
2,891.00
2,760.00
(131.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract Field/ irrigated Soil lst Crop Time to lst Crop lst Crop Lbs NIAc Lbs N Total lbs N
Pulls Acreage Type Code Apply r . field lib NlUnit Residual /Ac Utilized
H T Aug - July
Brinkley
Brinkley
Brinkley
Brinkley
Brinkley
Brinkley ,
8rinkie
1
2
3a
3b
subl
sub2
Feld 3
3.51
3.23
2.61
1.14 _
1.37
0.82
3.84
NbA
NbA
NbA
NbA
NbA
NbA
NbA
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total ibs NI Total Total ibs N
Code Apply Yield ibs NlUnit Residual IAc Utilized I Lbs NIAa Utilized
Aug - July
Aug - July
Aug - July
Aug - July
AUG) - July
Aug - July
3.5
3.5
3.5
3.5
3.5
3.5
3.5
50
50
50
50
50
50
50
175
175
175
175
175
614.25
565.25
456.75
175
175
199.5
239.75
143.5
672
•
0
0
0
0
0
0
0
0
0
0
175
,
0
0
0
0
175
175
175
175
175
614.25
585.25
456.75
199.5
239.75
175
143.5
672
1
Totals: 16.52
2891
3(a) of 11
0 2891 ,
f�[�J`M�i�I�YallARC

Reception Area Specifications
Tract Field irrigated Soil 1st Crop Time to 1st Crop lst Crop Lbs NIAc Lbs N Total Ibs NI 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Acreage Typs Code Apply Yield lbs N!Unit Residual /Ac Utilized j Code Apply Yield ibs N/Uniit Residual /Ac Utilized
Total
Lbs NIAc
Total ibs N
Utilized
Totals: 0
0
0 0
3{b) of 11
L,.,T NOW 600Z/6 / i

01/19/2009 NON 10:04 FAX [phone] WRLNM1 Q006/015
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This Toss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, Is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized / unit yield
A Barley 1.6 Ibs N / bushel
B Hybrid Bermudagrass - Grazed 50 Ibs N / ton
C Hybrid Bermudagrass - Hay 50 Ibs N l ton
D Corn - Grain 1.25 Ibs N / bushel
E Corn - Silage 12 lbs N / ton
F Cotton 0.12 Ibs N / Ibs lint
G Fescue - Grazed 50 lbs N / ton
H Fescue - Hay 50 Ibs N / ton
I Oats 1.3 Ibs N 1 bushel
J Rye 2.4 Ibs N / bushel
K Small Grain - Grazed 50 Ibs N / acre
L Small Grain - Hay 50 lbs N / acre
M Grain Sorghum 2.5 Ibs N / cwt
N Wheat 2.4 Ibs N / bushel
O Soybean 4.O lbs N / bushel
P Pine Trees 40 Ibs N / acre / yr
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

01/19/2009 MON 10:05 FAX [phone] WRLNM1
IJ 007/015
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
1200 Feeder to Finish 0.36
432
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 432 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 2160 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 17.28 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*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 of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

01/19/2009 NON 10:06 FAX [phone] WRLNM1 QD008/015
rNt-'
rwN
Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr * inches
Brinkley 1 NbA H 0.4 1
Brinkley 2 NbA H 0.4 1
Brinkley 3a NbA H 0.4 1
Brinkley 3b NbA H 0.4 1
Brinkley sub1 NbA H 0.4 1
Brinkley sub2 NbA H 0.4 1
Brinkley Field 3 NbA H 0.4 1
6 of 11

01/19/2009 MON 10:06 FAX [phone] WRLNMi. I1009/015
Additional Comments:
This plan written to show wetted acres, the addition of field 3 and a crop change
from row crops to fescue hay.
Sub field acres are the acres not covered by the existing irrigation system
that will be covered by use of an aerway. Producer has access to an aerway
via an agreement with a neighbor. A copy of the agreement is attached.
7 of 11

01/19/2009 MON 10:06 FAX [phone] WRLNM1
0 010/015
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: E & B Farm #4 Facility 31.519
Owner: Steve English
Manager:
OwnerlManager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Ilwe understand that l must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Steve English
Signature:
u -
,44)\
Name of Manager (if different from owner):
Signature:
/0�i7/Zaal
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Date
M. Kevin Weston
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
8 of 11
Date

01/19/2009 MON 10 : 07 FAX [phone] WRLNM1 I j O11/015
NUTRIENT UTILIZATION PLAN
REQUIRED 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.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but Tess than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

01/19/2009 MON 10:08 FAX [phone] WRLNM1 IJ012/015
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
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 cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
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01/19/2009 MON 10:08 FAX [phone] WRLNM1 0 013/015
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

01/19/2009 MON 10:09 FAX [phone] WRLNM1
Lj 014/015
Steve English
dt 8 Faun #4
Scale: 9 %2200'
Total Field 1 = 8.11 Ac.
Wetted = 6.74 Ac.
Sub Field 1 = 1.37 Ac.
vl,,./ ' ct,5,.... a
3 OO29 ¢ .1
,.\ /
\,.....NiNy,o,"/
Well w/100' offset
Total Field 2 = 4.57 Ac.
Wetted = 3.75 Ac.
Sub Field 2 = 0.82 Ac.
Total Field 3 = 3.84 Ac.

01/19/2009 MON 10:09 FAX [phone] WRLNM1
OCT-14-2008 20:44 FROM:BRADSHAW SUPPLY WesJii 19102858341
4,4L1nAO 4 , /<''/.s
C j 015/015
T0:19102933138 P.1
reN
E&BFarms
To whom it may concern:
I, J.K. Barnhill have agreed to lend my aerator to Stephen English, owner of E&B
Farm #4 when needed.
J. K. Barnhill
Tuesday, October 14, 2008
1 --12)0v1,r,at

J. T. BRINKLEY
BPCS # Routine Flow Rate Acres
. 2742 1 250 2.50
2 250 2.50
3 54 4.00
4 54 4.00
Total acres pumped on 13.00
Contact: Tom Bell

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Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
Grower: ' J.T. BRINKLEY (COMPANY)
Address` P.O. BOX 759
ROSE HILL, NC
County: DUPLIN
FARM INFORMATION
<f Designed By: JWR
Checked By: JES
Date: 11 /07/97
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
Farm Population:
Nursery: 0
Finishing: 1200 Hd.
Farrow to weanling: 0
Farrow to feeder: 0
Farrow to finish: 0
Boars: 0
Storage Period: 180 Days
25 Yr. / 24 Hr Storm Event 7.5 In.
"Heavy Rain" Factor Not Applicable 7.0 In.
Rainfall in Excess of Evaporation 0
Additional Water Usage: 0
Additional Drainage Area:
LAGOON INFORMATION N
Is Lagoon Designed as an Irregular Shape? (Y/N) N
Does Operator Want Emergency Spillway? (Y/N) Y
Is This Design for an Existing Farm? (Y/N) N
Is Drain Tile Req'd to Lower SHWT? (Y/N) 99.50 Ft.
Seasonal High Water Table Elev: 1.0 Ft.
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: 3 :1 (H:V)
Inside Top Length: 300.0 Ft.
Inside Top Width: 151.0 Ft.
Top of Dike Elevation: 106.40 Ft.
Finished Bottom Elevation: 95.90 Ft.
Start Pump Elevation: 104.60 Ft.
Stop Pump Elevation: 101.90 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 28313 (Cu.Ft.) 33,280 (Cu.Ft.) 117.55%
Temporary = 91976 (Cu.Ft.) 100,537 (Cu.Ft.) 109.31%
Permanent = 162000 (Cu.Ft.) 162,970 (Cu.Ft.) 100.60%
Total Volume = 282,288 (Cu.Ft.) 296,787 (Cu.Ft.) 105.14%
1.5 Ft.
45,300 S.F.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

Grower:
Address:
County:
J.T. BRINKLEY (COMPANY)
P.O. BOX 759
ROSE HILL, NC
DUPLIN
ACTUAL DESIGN
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SF)
95.90 20,856
96.00 21,051
97.00 23,045
98.00 25,110
99.00 27,247
100.00 29,456
101.00 31,737
102.00 34,091
103.00 36,516
104.00 39,013
105.00 41,582
106.00 44,223
106.40 45,300
These volumes were calculated using the
Designed By: JWR
Checked By: JES
Date: 11/07/97
Sheet 2 of 7
VOLUME CALCULATIONS
Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
2,095
22,048
24,077
26,178
28,352
30,597
32,914
35,303
37,764
40,298
42,903
17,905
•
vertical average end
TOTAL REQD VOLUME: 282,288 CF
END PUMP = = = = > 101.90 FT
START PUMP = = = > 104.60 FT
MAX STORAGE = = > 105.40 FT
Murphy Family Farms Engineering
2,095
24,143
48,220
74,399
102, 750
133, 347
166,261
201,564
239,329
279,626
322,529
340,434
area method.
CUMULATIVE VOL.
162, 970 CF
263,507 CF
296.787 CF
TR'MT
TEMP
STORM
P.O. Box 759, Rose Hill NC 28458
ZO N E VOL 105.14%
162,970 100.60%
100,537 109.31%
33,280 117.55%
[phone]

Grower: J.T. BRINKLEY (COMPANY)
Address: P.O. BOX 759
ROSE HILL, NC
County: DUPLIN
Designed By: JWR
Checked By: JES
Date: 11/07/97
Sheet3of7
1
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Requir
Sludge
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Finishing
1,200
135
1.00
162,000
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
_
0
400
1.00
0
Total Required Treatment Volume (cu. ft.) = 162,000
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30 (
0.00
0
Finishing
1,200
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.) =
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period * (gals/Hd./day) = Tota
Nursery
0
180
0.30
0
Finishing
1,200
180
1.37
295,920
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.) =
Total Manure Production (cu.ft.)=
Excess Fresh Water:
295,920
39,561
Animal Type Capacity * Sto. Period * (gals/Hd./day) = Total
Nursery
0
180
0.20
0
Finishing
1,200
180
0.90
194,400
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.) =
Total Fresh Water Excess (cu.ft.)= 25,989
194,400
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: J.T. BRINKLEY (COMPANY)
Address: P.O. BOX 759
ROSE HILL, NC
County: DUPLIN
Temporary Storage Volume: (Cont.)
Designed By:
Checked By:
Date:
Sheet 4 of 7
JWR
JES
11/07/97
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
VoI.= (45300 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.) = 26,425
Storm Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = (45300 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 28,313
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
VoI. = (45300 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for °Heavy Rain'' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge) =
28,313 (CU. FT)
91,976 (C U . FT)
162,000 (C U . FT)
TOTAL REQUIRED VOLUME = 282288 (CU.FT.)
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

1
Grower: ' J.T. BRINKLEY (COMPANY)
Address: P.O. BOX 759
ROSE HILL, NC
County: DUPLIN
Designed By: JWR
Checked By: JES
Date: 11/07/97
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
106.40 FT.
Not Applicable
105.40 FT.
Not Applicable
104.60 FT.
101.90 FT.
Not Applicable
99.50 FT.
95.90 FT.
300.00 FT.
151.00 FT.
3:1 H:V
45,300 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 296787 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
6.0 FT.
2.7 FT.
1.8 FT.
10.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: J.T. BRINKLEY (COMPANY) Designed By:
Address: P.O. BOX 759 Checked By:
ROSE HILL, NC Date:
County: DUPUN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 106.40
TOP OF STORM ELEV = 105.40
1 /
STRT PMP EL.= 104.60 1 TOP OF TEMP STORAGE ELEV = 104.60 /
END PMP EL. = 101.90 \ TOP OF TREAT ELEV = 101.90 / SHWT = 99.50
1 /
\ /
1 /
\ /
FINISHED BOTTOM ELEV = 95.90
JWR
JES
11/07/97
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

}
Grower J.T. BRINKLEY (COMPANY)
Address: P.O. BOX 759
ROSE HILL, NC
County: DUPLIN
Designed By: JWR
Checked By: JES
Date: 11 /07/97
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
COMMENTS:
NOTE: See attached Waste Utilization Plano,„sm9ar,r,,,J1,
l•
✓, 39 3
•
47
r✓-97% •;�f,' Nii1 c; t•o
ed,st
044,
`'',�E�t�,StN �: ... 1�~%
i
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER:
ADDRESS:
COUNTY:
J.T. BRINKLEY (COMPANY)
P.O. BOX 759
ROSE HILL, NC
DUPLIN
DESIGNED BY: JWR
CHECKED BY: JES
DATE: 11/07/97
SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION: '
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines. grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may 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 equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. 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 with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: J.T. BRINKLEY (COMPANY)
ADDRESS: P.O. BOX 759
ROSE HILL, NC
COUNTY: DUPLIN
DESIGNED BY: JWR
CHECKED BY: JES
DATE: 11/07/97
SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated 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 material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
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 moisture content during placement. The maximum moisture
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 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) 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 permeability 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 in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: J.T. BRINKLEY (COMPANY)
ADDRESS: P.O. BOX 759
ROSE HILL, NC
COUNTY: DUPLIN
DESIGNED BY: JWR
CHECKED BY: JES
DATE: 11/07/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe 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 or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if 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:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are not removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

GROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR
ADDRESS: P.O. BOX 759 CHECKED BY: JES
ROSE HILL, NC DATE: 11/07/97
COUNTY: DUPLIN SHEET 1 OF 1
i
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 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
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
200 LBS. HULLED COMMON BERMUDA GRASS AT 100 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS 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
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

t, •
GROWER: J.T. BRINKLEY (COMPANY)
ADDRESS: P.O. BOX 759
ROSE HILL, NC
r‘ COUNTY: DUPLIN
DESIGNED BY: JWR
CHECKED BY: JES
DATE: 11 /07j97
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the 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 staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops or runoff to surface
waters.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging 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. The plan recommends
sampling and testing of waste before land application.
1
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

• t
GROWER: J.T. BRINKLEY (COMPANY)
ADDRESS: P.O. BOX 759
ROSE HILL, NC
COUNTY: DUPLIN
DESIGNED BY: JWR
CHECKED BY: JES
DATE: 11/07/97
SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 104.60 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 101.90. This temporary storage, Tess 25 year / 24 hour storm,
contains 100537 cubic feet or 752020 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches 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 or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property or public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Water Quality, has the responsibility for
enforcing this law.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER:
;; ADDRESS:
f'
i . BRINKL..EY (COMPANY) DESIGNED BY: JNIVR
0. BOX 759 CHECKED BY: ,JE ;3
HO::7;ET HiLL, NC DATE:: 11/07/97
Di ;FUN SHEE: I. 'l OF 2
Emergency Action Plan
hk o+_r►:file as guidance, .you should develop a specific emergency action plan toe your
waste handling system.. This plan will be irnplemented in the event that wastes from your
operation am leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees :r the facility, as accidents, Teaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop - he release of wastes. Depending on the situation, this may or may riot be
possii.;HH-,. Suggested responses to problems are listed below:
A. 1...at7jOOn overflow —possible solutions are:
soil to berm to temporarily increase elevation of dam —any perrri:-r1ent
alteration of the dam should be approved by a qualified professional engineer
{:ar qualified technical specialist
pump wastes to field at an acceptable rate
st:t.rp all additional flow to the lagoon (waters)-----holcl waste in house if possible
;all a. pumping contractor-
. make ake sure no surface water is entering lagoon
NOTE: : The above listed activities should be started when your lagoon level has exceeded
the t irnporary storage level.
E�. f ftir atfr from waste application field —actions include:
irnI nediai:ely stop waste application
. Create a temporary diversion or berm to contain the waste on the field
. incorporate waste to reduce further runoff
G. Leakage from the waste distribution system:
pipes and sprinklers --actions include:
- stop recycle (flushing system) pump
stop irrigation pump
- close valves to eliminate further discharge
separate pipes to create an air gap and stop flow
slush system, houses, solids separators --actions include:
stop recycle (flushing system) pump
- stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
D. Lc ::,:age from base or sidewall of lagoon. Often these are seepage as oppos ad to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage; put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
'rill holes and compact with a clayey soil
. other holes may �e likP T+ehwise temporarily plugged witclay soil s3IIa9-Ls•-i...ts3.�'� bic9'�^�^^-^•t � Ri,_
Murphy Family F_:rms. Engineering P.O. Box 759, Rose Hill NC 28458 (91O) 239--2111
tLllLiiliiiiCCLiYt'liiJ i�

`
GROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR
ADDRESS: P.O. BOX 759 CHECKED BY: JES
ROSE HILL, NC DATE: 11/07/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the -spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, name and exact location of facility, telephone number,
the details of incident from item 2 above, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department
D. Contact Local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids 171' Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
gI Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids
e 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 • Decaying vegetation I "Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nr„ Svctpms
Feeders • Feed Spillage O Design, operate and maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying.wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter) .
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
O kpr and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
O Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e. inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
O Pi6Vfinifil adequate drainage around manure
stockpi les.
O Inspect for an 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
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ET Vegetative or wooded buffers;
O Recommended best management practices;
f Good judgement and common sense
Animal body surfaces
• Dirty manure -covered animals 17r-Dry floors
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
'Slotted floors;
'Waterers located over slotted floors;
O Feeders at high end of solid floors;
'Scrape manure buildup from floors;
'Underfloor ventilation for drying
ET Frequent manure removal by flush, pit recharge, or
scrape;
Ir Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
• Dust
0/Fan maintenance;
f2r Efficient air movement
Indoor surfaces • Dust
L 'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon liquid 0 Flush tank covers;
while tanks are filling 0 Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid 0 Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling 0 Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
junction boxes
• Agitation during wastewater
conveyance
O Box covers
End of drainpipes at lagoon • Agitation during wastewater
conveyance
Lagoon surfaces
Irrigation sprinkler nozzles
• Volatile gas emission;
• Biological mixing;
• Agitation
• High pressure agitation;
• Wind drift
Storage tank or basin • Partial microbial decomposition;
surface • Mixing while filling;
• Agitation when emptying
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
•
•
•
•
•
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
• Volatile gas emissions while
drying
Dead animals • Carcass decomposition
AMOC - November 11, 1996, Page 4
O Extend discharge point of pipes underneath
lagoon liquid level
Er Proper lagoon liquid capacity;
• Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
l3 Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
'irrigate on dry days with little or no wind:
Cr.—Minimum recommended operating pressure:
12K-Pump intake near lagoon liquid surface:
O Pump from second stage lagoon
❑ Bottom or midlevel loading:
❑ Tank covers:
O Basin surface mats of solids:
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level;
11 Remove settled solids regularly
MV-Soil injection of slurry/sludges;
Izlt"/Wash residual manure from spreader after use;
n Proven biological additives or oxidants
• Soil injection of slurry/sludges;
Pt' Soil incorporation within 48 hrs.;
Ig' Spread in thin uniform lavers for rapid drying:
r1 Proven biological additives or oxidants
rl Proper disposition of carcasses

Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal pits
Incinerators
Standing water around
facilities
• Carcass decomposition
• Incomplete combustion
• Improper drainage;
• Microbial decomposition of
organic matter
n Complete covering of carcasses in burial pits;
n Proper location/construction of disposal pits
n Secondary stack burners
a'Grade and landscape such that water drains away
from facilities
Mud tracked onto public • Poorly maintained access roads
roads from farm access
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 Ru1eBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension