670084_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: 67-0084 Certificate Of Coverage Number: AWS670084
2. Facility Name: Brinson Farm
3. Landowner's Name(same as on the Waslte Management Plan): Morris Brinson
4. Landowner's Mailin¢Address: 513 A I Tay]or Rd
City: Richlands State: NC Zip: 28574
Telephone Number: 910-389-9954 Ext. E-mail:
5. Facility's Physical Address:
City: State: Zip:
6. County where Facility is located: Onslow
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murohv-Brown LLC 8
m.�.
10. Operator Name(OIC): /f? .Brinson 7FW"'
Phone No.: 99-359� OIC#:
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,448
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
Boaz/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers
-RF EWVEDjNCi©e_CVD R
MAR 2 S 2019
watff Queft
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ROY COOPER
Governor
MICHAEL S.REGAN
Secmrary
LINDA CULPEPPER NORTH CAROLINA
Me~ Environmental Quality
February 27,2019
Morris Brinson
Brinson Farm
513 A I Taylor Rd
Richlands,NC 28574
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at httns://deu.nc Gov/about/divisions/w ter resources/water-quality-region -oaerations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non ischaree General Permits rou must submit an application for
permitcoveragc to the Division. Encloged you will f "Request for Certificate of Coverage Facility urrently Covered an
Expiring State on Discharge General Permit" T e ap�licati n form must be co ►iigrred and returned b� April 3.
Please note that you must include one 1 copy of the Certified Animal Waste Man g ment Plan (CAWMPI with the
completed and signed application form. A list of items included in the AWMP can be found on rage 2 of the renewal
applic fion 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): Wilmington Regional Office,Water Quality Regional Operations Section
Onslow County Soil and Water Conservation District
AFOG Section Central Files-AWS670084
Murphy-Brown LLC
North Caroms Department of Envaronmentai Quality i Di+esion of Water Resources
ai?N :sawsburl,'.St 11636 Mail Service Center I Raleigh,North Carolina 27699-1636
- -- 919.707-9000

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 c�1 / .• L A ja 1 00 :tor
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 b the owner and a certified t hnical s e i list.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]
REMJVF A"Cf7EQ1i3Wry
LIAR 2 8 2019
WawQu>;alrw
8wonal®peiatim iil "Or,

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):
j 1 i
Name: I/ly�Anm_.l AY ?�>�"`� Title:
Signature: _ Date:
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:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
ortality Management .`s<<iethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
1311 .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
a0 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).
aAny 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).
aMass 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 Date
�*�Signature of echnical Sped st Date

Murphy-Brown, LLC
12/7/2007 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name: Morris Brinson
Count : Brinson Farm (HWY 258); 67-84
Farm Capacity: O� '
Farrow to Wean ~
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure: 2448
Storage Period: Anaerobic Lagoon
Application Method: '180 days
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.
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
the fertilizer value of the waste and to ensure that it isapplield lntion an environmentally safe manner:
Your waste plan in order to maxim ze
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
and to reduce the
for Pollution, the waste should be applied to a gr w ngduction crop or applied not more than Potential
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

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.):
7jr
e Waste Produced Per Animal
Wean Total
3212 gaVyr gal/yr
Feeder 4015 gal/yr
Finish 10585 al/ r gal/yr
eeder g ygal/yr
Finish 223 gal/yr gal/yr
986 gal/yr 2,413,728 gal/yr
Total 2,413,728 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Ca acit T e Nitro en Produced er Animal
Farrow to Wean Total
5.4 Ibs/yr Ibs/yr
Farrow to Feeder 6.5 Ibs/yr Ibs/y r
Farrow to Finish 26 Ibs/yr Ibs/yr
Wean to Feeder 0.48 Ibs/yr Ibs/ r
2448 Feed r Feeder to Finish 2.3 Ibs/ Y
Y 5,630 Ibs/yr
Total 5,630 Ibs/yr
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: 98
Total N Required 1st Year. 5850.00
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 5,850.00
Total Nitrogen Produced by Farm: 5,630.40
Nitrogen Balance for Crops: (219.60)
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,
facility.
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N1Ac Lbs N Total Ibs N Total Total Ibs N
Acrea a Type Code A I Yield Ibs N/Unit Residual /Ac Utilized Code A n
Yield Ibs N/Unit Residual lAc Utilized Lbs NIAc Utilized
T76 1 2.31 Stallin,s C Mar-Se 5.5 50 275 635.25 K Se t-A r 1
T76 2 2.22 Stallin s C Mar-Set 5.5 50 50 50 115.5 325 750.75
T76 3 2.22 Stallin s C 275 610.50 K Se t-A r 1 50 50 111 325 721.50
Mar-Set 5.5 50 275 610.50 K Se t-A r 1 50 50 111 325 721.50
T76 4 2.22 Stallin s C Mar-Set 5.5 50 275 610.50 K SF t-A r 1
T76 5 2.22 Stallings C Mar-Set 5.5 50 50 50 111 325 721.50
T76 6 275 610.50 K Sr_ t-A r 1 50 50 ---
275 325 721.50
2.22 Stallin s C Mar-Set 5.5 50 610.50 K Se t-A r 1
T76 7 2.3 Stallings C Mar-Se t 5.5 50 50 50 111 325 721.50
T76 8 2.29 Stallin s C Mar-Se t 5.5 50 275 632.50 K Se t-A r 1 50 50 115 325 747.50
275 629.75 K Se t-A r 1 50 50 114.5 325 744.25
Totals: q8
4950 900 5850
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acrea a T e Code Appl Yield Ibs N/Unit Residual /Ac Utilized Code Ap I
Yield Ibs NlUnit Residual !Ac Utilized Lbs N/Ac Utilized
Totals: 0
0
0 0
3(b)of 11

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 loss 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
Barley B 1.6 Ibs N/bushel
Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass- Hay 50 Ibs N/ton
D Corn-Grain 1.25 Ibs N/bushel
E Corn-Silage 12 Ibs N/ton
F Cotton .12 Ibs N/Ibs lint
G Fescue- Grazed 50 0 Ibs N/ton
H Fescue- Hay 50 Ibs N/ton
I Oats 1.3 Ibs N/bushel
� Rye 2.4 Ibs N/bushel
K Small Grain- Grazed 50 Ibs N/acre
L Small Grain-Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N/cwt
N Wheat
O Soybean 2.4 Ibs N/bushel
p 4.0 Ibs N/bushel
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
2448 Feeder to Finish 0.36 881.28
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 881.28 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 4406.4 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 14 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 35.2512 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.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tractdrant Type C inlhr
T76 �ro� _ * inches
1 Stallings C 0.5 1
T76 2 Stallings C 0.5
T76 3 Stallings C 0.5 1
T76 4 Stallings C 0.5 1
T76 5 Stallings C 0.5 1
T76 6 Stallings C 0.5 1
T76 7 Stallings C 0.5 1
T76 8 Stallings C 0.5 1
1
6of11

Additional Comments:
This plan revised to show acres per zone rather than acres per field.
All other parameters remained the same as in the previous Ian.
7of11

NUTRIENT_UTILIZATION PLAN CERTIFICATION
Name of Farm: Brinson Farm (HWY 258); 67-84
Owner: Morris Brinson
Manager:
Owner/Manager 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. Uwe 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.
I/we understand that I 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: Morris Brinson
Signature:
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist:_ M. Kevin Weston
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8of11

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 less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or 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.
9of11

NUTRIENT UTILIZATIbN 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.
10of11

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

Brinson
rinson Farms
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F AM I L Y F A R M S
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October 10, 1995
Mr. Harry Tyson 16 �
District Conservation
ist
USDA- Natural Resource Conservation Service
604 College Street
Jacksonville, NC 28540
RE: Morris Brinson Farm - 2448 Feeder to Finish
Dear Mr. Tyson:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation &Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by your office.
Please contact me at [phone], ext. 4629 if you have any questions concerning
this package.
Post Office Box 759, Rose Hill,North Carolina 28458, [phone], FAX [phone]

Sincerely,
M. Kevin Weston
Engineering Technician
MKW.tbh
Enclosures
cc: File
Morris Brinson, (complete package)
George Leaming,Murphy Family Farms Construction Dept. (site plan only)
Dave Roland,Murphy Family Farms Transportation Dept. (site plan
only)

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LAGOON SITE SOILS INVESTIGATION
PROJECT: Njap�.i5 �iL�Nf.r/ COUNTY: d�✓S�oc✓
FIELD INVESTIGATION BY: /!W DATE: Y/r.z�9s
SITE SKETCH
---------------------------
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DEPTt NUMBER AND-PROFILE_
fat, SCAB r'a:.e•_r,: .J� U' /
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7 q! 'cr�a '/� 5.+.,n •' Ccr�r ,&f v= Sago N ltar oorxr
54A01riiuE i0= !S� CUY w f�rp t'oa,c�yf
_BORING j SAMPLING METHOD: TX/g�+�' SIGNATURE:

Operator: ------—=====M. 13RINSON
Count;:== ------======ONSLJDW
Date: ------ 0!R/29/95
Dist.to newest residence (other than owner): 1500 ft.
sows (farrow to finish):=== >
sows (farrow to feeder):eder): ------
head (finishing on 1y):===== 2448
sows (farrow to wean):=====
head (wean to feeder):===== ______=—
Ave- Liege Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu.ft):=>
Treatment Volume (min. 1 cu. ft-Ilb-) 1.0
25 Yew — 24 Hour Rainfall 8.0
Rainfall in oxcocc of QvaporaHon (in.) > 7.0
Drainage area of buildings & lots (sa. ft.)=:,
Volume of wash water (gallons/ch�y)=' >
Temporary storage period (days)
ISO
Preehoakrd (t): 1.0
Side slopes (inside
3.0 - 1
Inside4 lerqth
240.0
Insidetop width
320.0
Top of dike elevation (ft.):________________:_. 93.2
Bottom of lagoon elevation (ft): => 83-2
Seasonal high water table(SHVM elev-ft):=> 86.3
Total required volume:===== 507185 cu. ft. i "TOTAL VOL C).K.**
Actual design 5368ffl Cu. ft- 105.85%
Stop pumping ei.(> or = to 86.3 ft.SHWT)> 89.3
(> or = to 89.2 ft.Min.) z
Required minimum treatment volume: 330480 cu.ft- **TRW. VOL O.K**
Volume at stop pumping elevation: 337321 cu.ft. 102.07K
Start pumping 91.3
Volume at start pumping elevation: 472062 cu. ft. **STORM STOR. O.K**
Actual vollurne less,95yr—2-4hrraj A,856ffl CU. ft.
NOTE: Verify that temp- storage is adequate:
Req.volume to be pumped:====> 125505 cu. ft. **TEMP. VOL O.K-**
Actual volume to be pumped:==> 134742 cu.ft. 107.36%

]perator:M. BRINSON County: ONSLOW
Date : 09/29/95
)istance to nearest residence (other than owner) :
1500. 0 feet
I. AVERAGE LIVE WEIGHT (ALW)
0 saws (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) 0 lbs
x 522 lbs.
E448 head (finishing only) x — 0 lbs
x 4�� l
0 sows (farrow to wean) 1�� lbs. = 330�480 lbs
head (wean to feeder) lbs. = 0 lbs
x 30 lbs. 0 lbs
Describe other —
Total Average Live Weight 330480 lbs
7. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW =
Volume = 1 CF/lb. ALW
3304-80 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
I. TOTAL DESIGNED VOLUME
Inside top length (feet) -------------- — 24O. 0
Inside top width (feet)---------------------- 320. 0
Top of dike elevation (feet)-----------
Bottom of lagoon elevation (feet) ------------ 83. 2
Freeboard (feet) __________ •
1. 0
Side slopes (inside lagoon)------------------ 3. 0
1
Total design volume using prismoidal formula
SS/END1 SS/ENDS SS/SIDE1 SS/SIDEc LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 234. 0 314. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
234. O 314. 0 7347E (AREA OF TOP)
AREA OF BOTTOM,
LENGTH * WIDTH =
180. 0 P60. 0 46600 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
E07. 0 287. 0 E37636 (AREA OF MIDSECTION * 4)
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMY * DEPTH/6
73476. 0 237636. 0 46800. 0
1. 5
Total Designed Volume Available = 536869 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240. 0 320. 0 76800. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 76800. 0 square feet
Design temporary storage period to be 180 days.
rr1, Volume of waste produced
Feces K urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 330480 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
Volume = 603677 gals. or 80705. 5 cubic feet
05. 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 GF
1G. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall — 7. 0 inches
Volume = 7. 0 in * DA / 18 inches per foot
Volume = 44800. 0 cubic feet

5D. Volume of E5 year — 24 hour storm
Volume = 8. 0 inches / 12 inches per .foot DA
Volume = 51200. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 44800 cubic feet
5D. 51200 cubic feet
TOTAL 176705 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation==========> 7. 0 inches
SO year — E4 hour rainfall==================> 8. 0 inches
1. 0 feet
Side slopes=====____________________________] _ 0 : 1
Inside top length==_______-___ E40. 0 feet
Inside top width============================> 320. 0 feet
Top of dike elevation=======================> 93a2 feet
Bottom of lagoon elevation==================> 83. 2 feet
Total required vole_ime=======================> 507185 cu. ft. a�
Actual design volume=====______ 536868 cu. ft. a�
Seasonal high watertable elevation (SHWT)===] 86. 3 feet
Stop pumping elev. =_________________________> 89. 3 feet
Must be > or = to the SHWT elev. ==========> 86. 3 feet
Must be > or = to min. req. treatment el. _> 89. 2 feet
Required minimum treatment volume===========> 330480 cu. ft.
Volume at stop pimping elevation===========> 337321 cu. ft.
Start pumping elev. __________________ 91. 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 85 yr. — 24 hr. rainfall==> 485668 cu. ft.
Volume at start pumping elevation===========> 4.7c06` cu. ft.
Required volume to be pumped================> 125505 cu. ft. �
Actual volume planned to be pumped==========> 1,3474E cu. ft. �
Min. thickness of soil liner when required=0 1. 5 feet
DESIGNED BY: k T)eMop, APPROVED BY:
DATE: DATE: �p_•�-95
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS:

OPERBT1VN AND MqINTENowcE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location
The volume of waste generated from a given number of animals will be
^
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert cF pipe (s? from
building (s> . if the oatlet pipe is not irstalIU at the elevation to
beylo PL �ji/,s , "u"" YL o.n "/ c. " L- iW 1` ! : 1" 6 4 ! � . 0 LUO^HW�
to indicaLa wha^ ~.mpin6 �huuld ba,j ", q, ejw,LLj,, :..�� 0,
to stop puSPing to m"inu^ix la§Lon tCU^L:=nW depl|..
Pumping can be started or stopped at any time between these two
elevatioas for operating cln,exiaoce as site conditions permit, such' as
weather, suils, crop` and equipment in orJer tu apply wanbe without
.'Unaff Sr lcnvk ! =.
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 91. 4 as marked by permanent marker. Stop pump
out when the fluid level reaches elevation 89. 4 . This temporary
storage, less 25 yr- 24 hr storm, contains 125505 cubic feet or
938781 gallons.
^

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.
S. 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 tc be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fieIds adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or withix 100 feet of a well . Waste shQl be appli*d in a
manner not to reach other pruperty and public Qht-of-ways.
9. The Qua" Kztur Pat a ? 107- ;ju!` illon ttu 2i^nkerga c �
pollutants into WOOL : . . 7 '.�" [.240i Elwtuw. 7ne 14.,�rtuVnt
Envi '`onment, Eealth, usJ Kv4-1 kw,Aoews, DibioloA LF EouSion-
mental Management, has the res[.o,uibility for enforcing this law.
'
`
'

' IJ` �
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
' ........--------------------------------------------_-----------
FOUNDATION PREPARATION:
--------------------'--
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, loUs' stumps, /oots, 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 stookpiled for use on
the dike and pad areas. After stripping, the foundation area of the
laIG"// ezoa^!acny ^ J pad shall iy thurnalkly leulexOd prior
to placing the first lift of fill material to get a good bond.,
EXCAVATIOH AND EARTKFILL PL/)CEMEKT :;
-------------------
The completed excavo !i"6 and eachn [ill shall cz"fa/ w to th lykas,
grades, and ele,at ;nAw shown on the Plaxz. [urt|. {ill mate� ; aI Shall
be frce of material 'h " sol , . �.�/., [ � zsn I- : l ,
6 i�.�<.�` �/ Vj �� � .
001 1 Le �f ght ��, ",~: .Zia 001/ K.4il.� .' � .' .� :aJ
iOu" in th"ne9` -hwa l'U50 a..d P/ iL . tO V �^ ~ .. .. .. \ | 7 .1`
will be uanpacted L/ w:splete covarage *it'. �.z n°^l� "q
� / , `.!, ' � 0 0 a aJu . V"w l u ' U10T .' 1 0
201 ,�Lti.n Ail! 1, "w: C; *. jjv, �Siz 0n 7 Z L .0 �, '
tu consolidate to thc point that settlemeoL is "at readily jelect!Lla.
NOTE THE SPECIAL REQWIREMEHTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon stall 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 impoundmwnt
capacity of 10 acre-feet or more fell under the jurindictiun cf the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ ------------------------------------------------ -
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE 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 Cie - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
'

' �ncc/ c ur e
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
cuNpacteJ to at ] east 98 percert uF the maximum ASTM D698 Dry Unit
keiyht :f the liner oatv ial. whot" "anoth o/ hard , the p/ evictus 00',
shall bz scarified anJ cuistened as necd, d before placement :f the oext
lift.
The ni J! most jmpertay � faytot affcoti"! the Lvwrall u""pactec pe`me-
ability of a cis/ ! inwr, other t!/ s. the !ype c [ clay used fur the
liner, is the efficient wc`/struction procnnsioG Lf the compacted linaj .
TNc 00".cncs of equi;tcit ow" ""! 45* ve�ln./6 07 nAui"uet in _ Us115'
045pd Pattcrc n "ld" ' ' . . ' � ' i �` it, in Oka Kona � ���e��ent in!:
7 .' a A ! ilnec nk ,: K" ! Zo 4 . 0 a Um zF wunto
dipes. This . o L .' - . uw> , too, !/,` ur a'." . gy Jisni|/atL jr",� /,)
U/ .sln6 flex , ' ' _ - '_ , ,
Alternatives to soil linwt7s are synthetic linars a"! bentanibn >ealant.
When these are specifluJ , additional construction sp*ci [icaLiows a. �
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 tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyo"d 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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
210.0 LBS. FESCUE GRASS AT 50 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES:ES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 T OMABCH 30
105_0 LBS. RYE (aI NNI AT 30 LBS.ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSAC-OLA' BAHIA GRASS AT 60 LBSJACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO ,TUNE 15
r-,r. t .
..�.v �tJ i i�E Ls tir�+�i`Ui+f�;..i au. u--'i 1:'ri U ill`'i Q • r tits j;i i_ 's;�.;!r'A.�i'i'
(C'i €'T�f1 CI yrt�_tl r}f,r i.(ti:'t t r`r)fi.�C4€T, tFt'\
SEEDING DATES: AGRIL 1 T,0 jUl-Y 31
35.0 LBS. UNHULLED -- Vd0N BE;iUDA �R ;ACREI ? ,=
t•�Cr:tt:tf I"L1 TE'S {{fi I`!€ tt fiif -� TC tt>tA [ 20
•?r✓i_L:I i V I.'. i: € i:r. :7!"l V'J f'�:t c. h._F €'.'-L 101 .-E� �T J
140.0 LBS. RYE GRASS AT 40 LBS.ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
! R�
APPLY THE FOLLOW Nfa.
3500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS_/ACRE)
7.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
-Axn n Rfli :c (1G Qum i mein! eTt�rs'tr ryru0 B€,gLES/air VlV.V 1..R�LLV L1i Asir" tLL %-A M \1IV S! i n err ki0 p ACC
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTU RBE D AREA IMME DIATE LY AFTE R EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A S TO 4 INCH
SMOOTH SEEDED. APPLY SEED AND FIR vi SEEDBED WJTH A C ULTiPACKER
OR SIMILAR EOUIPMEN T. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1_ PENSACOLA BAHIAGRASS IS SLOINERTO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING RAHIA, IT tS RECOMMENDED THAT S
LBS_/AC W- OF COMMON BERMUDA BE IN' CLUDEDTO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Morri's Brinson
Wells
Sprinklers
Lagoon
T Farm Rd.
• Waste Rump
Lagoon
Sway Field
Deadbox
Buildings
State Rd.
- .;� Stream
* o0wrw - 0w00 . Soils
rrrr • s • rer ■ wr w
* �` _ HU Code
... rsr • w ---
w w 0 r.r w # w b ■ w
CRP
r A w
5.00
� r w
t-

Morris
<<N _ Wells
T?_ •� Sprinklers
-�- V Farm Rd.
0 Waste Pump
Lagoon
µ g
J Spray Field
i Deadbox
Buildings
State Rd.
Stream
r .too* ...* HU Code
■+�s#ssss��,,�.. •� CRP
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siii#i :r.l
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e0—C, • 70,;5
Llo
----------- ------

h�
EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: R
Al rrr� Ul' � $dry I
Address: 4 -— --- —— - , County: C)rt 5 I o �
Telepbone: —� — — — _ Date;
TABLE 1 - Field Specifications
Approximate
Max""'" MAYLIIWII
Useable Size Maximum Appilcaflon Field' ofFleldZ
Number Slope Application per Irrieatlop
(acres) Soil Ty c (%) Raid Cycic3-
I 1 ( 1 Cro i(s)
q � -� Conuncnts
.7�H
lSee attached map.
21'otal field acreage miirus required buffer areas..
311efer to N.C.Irrigation Guide,Field Office Teclurical Guide,Section 11 G. Aiirjua]application rrtusl riot exceed the a ro
g noinic rates for the soil and crop used.
MRCS, NC
JUKE, 1996

EXHMrf D-3
3 - Solid Set Irrigation Gina Settings
Make, Model and Type of Equipment: — — — — ---
- — Scn•. � er
Field Not Wetted OPERATING PARAMETERS
Hydrant Spacing (ft) Application Noccle Operating Operating
and Number of Diameter AlongP g
Line NoZ Between Rate Diameter Pressure(feet) PIeline
TimePi elines On/hr Inches rr Gun Osi a II drum hr
Comments
`� Y6 �b 50 .b - - —
'See attached map. _
?Show separate entries for each pipeline with hydrants in each field.
MRCS, NC
JUNE, 1996
t

EXHIBIT D-4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
_ Irrl wutlon Guri Irrl ati°n Flow Rate of Sprinkler(gpm)
iterating Pressure at Pump (psi) 13
Design Precipitation Rate(in/fir)
Hose Length(feet) 1
XXXXXXXX
Type of Spccd Compensation
XXXXXXXX
Pump Type(PTO, Engine, Electric) ,
Pump cm
Po�vcrRcquirent (lii�) )"^.e, °r �"+ v.c
15
-------------
TABLE 5 - Tlinist Blocic Specifications'
Des!oner ma • provide thrust block details on separate sheet.
THRUST BLOCK—
LOCATION AREA (sc
900 Bend --
Dead End LM -
Tec �
See USDA-MRCS Field Office Teclinical Guide,Section IV,Practice Code 430-DD.
NRCS, NC
1UNE, 1996

EX1MIT D-5
IRRIGATION SYSTEM DESIGNER
Name: WGS eE'i�
Company: LA
Address: 6 x 5 bSe L r, lri
Phone: 9 (0)
REQUIRED DOCUMENTATION
The following details of.design and materials must accompany,all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,tlurust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to detennine'all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to delermine the size of thrust blocks and illustrations of all thrust block configurations required in(lie system.
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Tecluiical Guide,Section IV,Practice Code 430-DD.
8. The information required by this foam are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate,
9. Irrigation pipes should not be installed in lagoon or storage pond enibanknients without the approval of the designer
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
ti
NRCS, NC
TUNE, 1996

EXHIBIT D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convenient to the designer/supplier.
Include procedures such as start-up,shut-doom,winterization and regular maintenance of all equipment.
en
- n
5
NRCS, NC
JUKE, 1996

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1 3/4 112

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Morris Brinson-Brinson Farm; Fac. No.:67-84 County: Onslow
Address: 513 A. I. Taylor Road
Richlands, NC 28574 Date: 12/7/2007
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crops :In/hr) (inches) Comments
1 18 St 0=3 Bermuda/Small Grain 0.5 1 Zones 1-8
18

Sheet3
TABLE 3-Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Senninger 7025
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hvdrants (feet) Pipelines Pipelines (in/hr) (inches at Gun(psi at H drant(hr.) Comments-Acres per zone
Zone 1 15 128 80 80 0.2 0.25 50 2.56 2.31
Zone 2 15 128 80 80 0.2 0.25 50 2.56 2.22
Zone 3 1.5 128 80 80 0.2 0.25 50 2.56 2.22
Zone 4 15 128 80 80 0.2 0.25 50 2.56 2.22
Zone 5 15 128 80 80 0.2 0.25 50 2.56 2.22
Zone 6 15 128 80 80 0.2 0.25 50 2.56 2.22
Zone 7 15 128 80 80 0.2 0.25 50 2.56 2.30
Zone 8 15 128 80 80 0.2 0.25 50 2.56 2.29
120
TOTAL 18.00

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
O
Company: Murphy-Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone] 0 S I G�N
�"�;. �I EB �'
q tit
Re wired Documentation �.�.
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is a recalculation of the"effective acres"for an existing facility.The acres were calculated based
on the equipment specified and the charts created by NCSU for calculating Area Allowances for Stationary
Sprinkler Systems.
This irrigation system was designed by Kraig Westerbeek on 7/7/1997. No changes are being made to the
system.This design shows a zone layout of 15 sprinklers per zone.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7 (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Senninger 7025
Nozzle Size: 1/4 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 13 gpm
Wetted Diameter: 128 feet *Reflects a 10% reduction from chart
Sprinkler Spacings
Desired Spacing (%): 60 %
Design Spacing(feet): 76.8 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 80 feet
Actual Spacing (%): 63 %
Application Rate
Application Rate = (96.3xFlowrate)/sprinkler spacing squared
Design App. Rate= 0.20 in/hr
Run Time i)er Set
Run time per set=Desired application/Design application rate = hours
Desired app. (in.)= 0.5 inches
Run time per set= 2.56 hours
Mainline Velocit
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
#Sprinklers Oper.: 15
Velocity= 4.97 ft/sec.
Maximum Lateral Line Entrance Velocity
Pipe size: 2 inches 4 inches
#Sprinklers Oper.:
Velocity= 0.00 ft/sec. 0.00 ft/sec.
Page 1

Sheet8
I Brinson Farm; Fac. No.: 67-84
Acreage Calculation
Sprinkler Acres per Total Int. I Acres per Total Ext. Acres per Total Sing. Total
Zone# Covera e # Int. Int.Sorink_ Acres #Ext. Ext.S rink.Acres #Single Sin,.S rk. Acres Acres
1 Full 0 0.141 0.000 15 0.154 2.310 0 0.000 0.00 2.31
Half 0 0.147 0.000 0 0.154 0.000 0 0.000 0.00 0.00.
2 Full 13 - 0.147 1.911 2 0.154 0.308 0 0.000 0.00 2.22.
Half 0 0.147 0.000 0 0.154 0.000 0 0.000 0.00 0.00.
3 Full 131 0.147 1.911 2 0.154 0.308 0 0.000 0.00 2.22
Half 1 01 0.147 0.000 0 0.154 0.000 0 0.000 0.00 0.00
4 Full 131 0.1471 1.911 2 0.154 0.3081 0 0.000 0.00 2.22
Half 0 0.147- 0.000 01 0.154 0.0001 0 0.000 0.00 0.00
5 Full 13 0.147 1.911 2 0.154 0.3081 0 0.0001 0.00 2.22
Half 0 0.1471 0.000 0 0.154 0.000 . 0 0.000 y 0.00 0.00.
6 Full 13 0.1471 1.911 2. 0.154 0.308 0 0.000 0.00 2.22
Half 0 0.1471 _ 0.0001 0' 0.154 0.000 _ 0 0.000 0.00 _ 0.00
7 Full 2 0.147� 0.294 _ 13 0.154 2.002 _ 0 0.000 0.00 2.30
Half 0 0.1471 _ 0.000 0 0.154 0.000 _ 0 0.000 0.00 0.00.
8 ! Full 4 0.1471 0.590 11 0.154 1.696 0 0.000 0.00 2.29
Half 0 0.1471 0.000 0 0.154 0.0001 0 0.000 0.001 0.00
71 --�- 49 0
Total Acres = 18:00.
Page 1

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Animal Waste Management Systems
Request for Certificate of Coverage
Facility Currently Covered by an Expiring State Non-Discharge General Permit
On September 30,2014,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 1,2014.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application"lust be signed and dated by the Permittee.
1. Facility Number: 670084 and Certificate of Coverage Number: AWS670084
2. Facility Name: Brinson Farm
3. Landowner's name(same as on tie Waste Management Plan): Morn
4. Landowner's mailing address: 513 AI Taylor Rd
City/State: Richlands NC Zip:28574
Telephone Number(include area code): 910 324-5641 E-mail:
5. Facility's physical address:
City: State: Zip:
6. County where facility is located: Onslow
7. Farm Manager's name(If different than the Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's name(if there is not an integrator write"None"): Mumhy-Brown LLC
10. Operator in Charge(OIC)name:/ .+.�'�f "�``�`''
Telephone Number U&N-, i � � jIC#
11. Lessee's name(if there is not a lessee write"None"):
12. Indicate animal operation type and number:
Swine Cattle
Wean to Finish Dr Poultr
Dairy Calf Non Laying Chickens
Wean to Feeder Dairy Heifer
Farrow to Finish Milk Cow Laying Chickens
Feeder to Finish 2448 Dry Cow Turkeys Farrow to Wean Other
Beef Stocker Calf
Farrow to Feeder Pullets
Beef Feeder Turkey Pouets
Boar/Stud Beef Brood Cow
Gilts Other
Other
Horses-Horses We,Poultry
Sheep-Sheep Non Laying Pullets
Horses-Other Sheep-Other
Layers
FORM: RENEWAL,-STATE GENERAL 03/2014

Mail one(1) copy of the most recent Waste Utilization Plan(WUP) along with the field maps for this facility with this
completed and signed application as required by NC General Statures 143-215.10C(d) to the address below. The WUP must
be signed by the owner and a certified technical specialist.
As a second option to mailing paper copies of the application package,you can scan and email one signed copy of the
application and the WUP to: [e-mail]
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,if
all required parts of this application are not completed and that if all required supporting information and attachments are not included,
this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to
civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment of not more than 5 years,or both for a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation,
signature should be by a principal executive officer of the corporation):
Name: Title:
Signature: -Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR—DWR
Animal Feeding Operations Branch
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM:RENEWAL-STATE GENERAL 03I2014

. [1nslvt4 Caun#yr RC -Gv*taps _ ,�'•--`'�w__';�'s;.�
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40,
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1 J.9

ANIMAL WASTE MANAGEMENT SYSTEM
OPERATOR IN CHARGE
DESIGNATION FORM.
ANIMAL WASTE MANAGEMENT SYSTEM:
Facility ID Number: �- �' County:
_............. ............................................................................................._.................................... ..............._.................................... . ............................-..... ............._. ....
_....
...........
....
.......... ._ ...._.. .....
OPERATOR IN CHARGE
Home ailing Add s � �-
city ' � tr� State -f Zip
Certificate Social Security#�
Work Home Phone
Signature Date_ -� f �/
BACKUP OPERATOR(Optional):
Home Mailing Address
City State Zip__
Certificate# Social Security #
Work Phone Home Phone
Signature Date
OWNER
Mailing Address Cityc
State / c� Zip Telephone#. /'O Y-3e,7-97s��
Signature � -� _ r Dated
Please Mail to: WPCSOCC
Division of Water Quality
1618 Mail Service Center
Raleigh, N.C. 27699-1618

Swine Farm Waste Management Odor Control Checklist
Source Cause
i3MPs to Minimize Odor Site Specific Practices _
Farmstead • Swine production J9 Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense T
Animal body surfaces • Dirty manure-covered animals A Dry floors
Floor surfaces Wet manure-covered floors ® Slotted floors;
kd Waterers located over slotted floors; �•
O Feeders at high end of solid floors;
C1 Scrape manure buildup from floors;
O Underfloor ventilation for drying
Pvlanure collection pits • Urine; T ® Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; N Fan maintenance;
Dust M Efficient air movement
Indoor surfaces • Dust a Washdown between groups of animals;
M Feed additives;
0 Feeder covers;
® Feed delivery downspout extenders to feeder
oa*em g
Flush tanks —
Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Agitation during wastewater Cl Underfloor flush.with underfloor ventilation
llush alleys
conveyance
Pit recharge points • Agitation of recycled lagoon J31 Extend recharge litres to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations filling
during sump tank 17 Sump tank covers
tilling and drawdown — --
Outside drain collection • Agitation during wastewater Cl Box covers
or junction boxes conveyance

BNPs to Minitnite Oddr Site Specific Practices
Cause
Source
• A itation duringwastewater a Extend discharge point of pipes underneath
End of drainpipes at conveyance ance lagoon liquid level �_„ - -.---- -- -- - -
lagoon y
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
Biological mixing; CW Correct lagoon startup procedures;
• Agitation a Minimum surface area-to-volume ratio;
Bl Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
agitation;
�[ Irrigate on dry days with little or no wind;
Irrigation sprinkler High Pressure g
nozzles • Wind drift C1 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon - -
Storage tank or basin • Partial microbial decomposition; f7 Bottom or midlevel loading;
surface Mixing while filling; O Tank covers;
Agitation when emptying 0 Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
Agitation when emptying ❑ Remove settled solids regularly
iManure,slurry or sludge • Agitation when spreading; (7 Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions O Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, 0 Volatile gas emissions while Cl Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces Q Spread in thin uniform layers,for rapid drying;
❑ Proven biological additives or oxidants
Dead animals
• Carcass decomposition I$ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits [3 Proper locationlconstruct ion of disposal pits
Incinerators
• Incomplete combustion C] Secondary stack burners

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; ($ Grade and landscape such that water drains
facilities Y Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roadsIR Farm access road maintenance
public roads from farm
access
Additional Information
Swine Manure Management; 0200 Rule/BMP Packet Available From
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU,County Extension Center
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
NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurance Program; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Nuisance Concerns in Animal Manure Management:Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cootperat Communications
Extension

Insect Control Checklist for Animal Operations
Source Cause BWs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ^� IN 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 IW Maintain vegetative control along banks of�^
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
— — -- Dry Systems
Feeders J� • Feed Spillage Cl Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
01 Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter). v _ -
Feed Storage • Accumulations of feed residues ❑ 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).
❑ inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

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

Source
Cause
Insect Control Checklist for
Flush gutters Animal Q
• Aerations
Accumulation Of solids BMPs to Control sects
-_
ds Lic acts
'goo 0 to resYstern ul�e stems
ns and pits C designed e accumulated Q and operated SU Site,s ecific Practice
Crusted
�cde s
Solids cho ve bridging ds from butters as ntly
d r e gtng of
Excessive Maintain l accUmulated solids
gd•owth Vegetative pest bl.ee 'goons, settli at
dd rag basin
Decaying ve °psolids to ag is apparent to ns and pars
getation over more deP1 opno in* , t Where
111 an
re
la alnta- veg a 30 Pei cent 0psu fan 6 to 8 Inches
go In o rive c0 ace es
on and Ot ntrol alo
Feeders accumulatio her imPOu rag banks-o f
• Feed Water, 'on edgen im Of caydng ve e,ents to prevent
spillage P°Undment's Perimeter.ve matter along
g
Design O Drf•SYstems
�� ' Perate, and
mul blinkers and tr0 maintain peed s
� Clean atd°n of d ughs) to Ystems
an UP spina ecaydnb' Wastmdndze the
day irate ge on a
during wi rot tine age
nted)uring summer, 15_ tos (e.g.,
7- to l
0
30-day interval
AMxC` NO ember�l 1996,
Page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage Accumulations of feed 0 Reduce moisture accumulation within and around Site S ecifie Practices
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g.,covered bin for
brewer's grain and similar high moisture grain
products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal 0 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
0 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlinir areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

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