310033_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: 31-0033 Certificate Of Coverage Number: AWS310033
2. Facility Name: Dail Farms Livestock, LLC
3. Landowner's Name (same as on the Waste Management Plan): Paul Henry Dail
4. Landowner's Mailing Address: 131/Farrior School Rd
City: •C in ffPrtcir►S✓ . •l /I_ State: NC Zip: 28344 i .
Telephone Number: 910-290-0300 Ext. E-mail: [e-mail]
5. Facility's Physical Address: Paul Ed Dail Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
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"): Murphy -Brown LLC
10. Operator Namc (OIC): Paul Henry Dail Phone No.: 910-290-0300 OIC #: 1004868
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 11,200
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 Bccf Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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)
ejj
#2
J' 7J-
6/6
4 e I S
170,320.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP) signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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
corporatifo��n, signature should be by a principal executive officer of the corporation):
Name: ''tt) I f Y1 f1 If Title: Y`1 //via %'f✓tGif I
Signature: !1 �{ ./-6 a, !/- _ Date: S -25 -17 J
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

ROY COOPER ig : `_ •r
Gorcrnor ? , d
MICHAEL S. REGAN
Secretory`_'Y
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Paul Henry Dail
Dail Farms Livestock, LLC
131 Farrior School Rd
Godwin, NC 28344
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pcrmittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Watcr Conservation District
AFOG Section Central Files - AWS3I0033
Murphy -Brown LLC
NorthCaroinaD?p?rtm?ntvfEr.v:rvnm?ntsiQuallty I Divsvr'.of WaterResources� e1' 512 N. 5?sbury St. 1 1636 Ne i Serve Center e fin, North Cary' r.a 2768'3 Sb35
919.707.9000

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
El El
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
Q El 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.
El El 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).
El El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
ejai
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

Murphy -Brown, LLC 3/26/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
County:
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Dail Farms Livestock LLC;
Dail Farms Livestock LLC; AV'/S310033
Duplin
11200
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>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 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 per1acre 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 DWR 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.
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.):
Capacity Type Waste Produced per Animal Total
11200
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
3203 gal/yr
3861 gaVyr
10478 gal/yr
191 gal/yr
776 gal/yr
927 gaVyr
1015 gal/yr
2959 gal/yr
gal/yr
gal/yr
galtyr
galtyr
gpl/yr
10,382,400 gall r
Y
gal/yr
dal/yr
Total 10,382,400 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total i
11200
—
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
3.84 lbs/yr
6.95 lbs/yr
18.86 lbs/yr
0.34 lbs/yr
1.4 lbs/yr
1.67 lbs/yr
1.83 lbs/yr
5.33 Ibs/yr
lbs/yr
Ibs/yr
Ib's/yr
Ib's/yr
lbs/yr
18,704 Ibs/yr
Ibs/yr
Ibs/yr
Total 18,704 lbs/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:
Total N Required 1st Year:
Total N Required 2nd Year:
153.39
30812.79
0.00
Average Annual Nitrogen Requirement of Crops: 30,812.79
Total Nitrogen Produced by Farm: 18,704.00
Nitrogen Balance for Crops: (12,108.79)
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 1st Crop Time to lst Crop lst Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs NlUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
DFL
1
56.72
NbB
Corn
Feb15-June
135.0
0.95
128.25
7274.34
Rye(G)
Sept -Apr
1
75
75
4254
203.25
11528.34
DFL
2
18.01
NbB
Corn
Feb15-June
135.0
0.95
128.25
2309.783
Rye (G)
Sept -Apr
1
75
75
1350.75
203.25
3660.533
DFL
Sub 1
24.77
NbB
Com
Fob15-Juno
135.0
0.95
128.25
3176.753
Rye (G)
Sept -Apr
1
75
75
1857.75
203.25
5034.503
DFL
Sub 2
15.4
NbB
Com
Feb15-June
135.0
0.95
128.25
1975.05
Rye (G)
Sept -Apr
1
75
75
1155
203.25
3130.05
DFL
3
15.9
WoA
Com
Feb15-June
132.0
0.9
118.8
1888.92
Rye (G)
Sept -Apr
1
75
75
1192.5
193.8
3081.42
DFL
4
22.59
Won
Com
Feb15-June
132.0
0.9
118.8
2683.692
Rye (G)
Sept -Apr
1
75
75
1694.25
193.8
4377.942
Totals: 153.39 19308.54 11504.25 30812.79
3(a) of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to let Crop 1st Crop Lbs N/Ac Lbs N Total lbs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized ,
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs NIAc Utilized
Totals: 0 0 0 0
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plaht
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,i 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 definitely 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
A
B
C
B/C
D
E
F
G
H
J
K
L
M
N
0
P
S
CC
Crop
Barley
Grazed Hybrid Bermudagrass
Hybrid Bermudagrass Hay
Comb. Hybrid Bermudagrass
Corn - Grain
Corn - Silage
Cotton
Grazed Fescue
Fescue Hay
Oats
Rye
Grazed Overseed
Overseed Hay
Grain Sorghum
Wheat
Soybean
Pine Trees
Small Grain
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded In Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; t3umed/Disked In
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

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 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
11200 Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
3808
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 3808 pounds of plant available nitrogen per year and 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 19040 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 63 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 152.32 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

Application Rate Guide
The following is provided as a guide for establishing application rates and a mounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
DFL 1 NbB Corn 0.4 1 '
DFL 2 NbB Corn 0.4 1
DR_ Sub 1 NbB Corn 0.4 1
DFL Sub 2 NbB Corn 0.4 1
DFL 3 WoA Corn 0.4 1
DFL 4 WoA Corn 0.4 1
6 of 11

Additional Comments:
This plan written in a corn grain/rye grazed rotation and reflects the irrigated
acres and total useable field acres as mapped by GPS.
Subfields are those field areas not applied to by the pivots, but may be applied
to by use of an aerway.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Dail Farms Livestock LLC; AWS
Owner: Dail Farms Livestock LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operatic
maintenance procedures established in the approved animal waste nutrient man
plan for the farm named above. I/we know that any expansion to the existing des
of the waste treatment and/or storage system, or construction of new facilities, wil
new nutrient management plan and a new certification to be submitted to DWR b
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation
to land apply the animal waste described in this nutrient management plan. This
must be available at the appropriate pumping time such that no discharge occurs
in the event of a 25 year 24 hour storm. I also certify that the waste will be applie
according to this plan at the appropriate times and at rates which produce no run
This plan will be filed on site at the farm office and at the office of the local Soil a
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Dail Farms Livestock LLC
Signature:
10033
arid
gement
gn capacity
I require a
fore the new
equipment,
quipment
from the lagoon
on the land
ff.
d Water
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
3 / 941 g
Date
wcoC°6r4
Date
M. Kevin Weston
Smithfield Hog Production Divisi•n
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
[phone]
8 of 11
ilzdAohr
Date

NUTRIENT UTILIZATION PLAN
1
2
3
REQUIRED SF'ECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or lard application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 U ilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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 pf 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
6
7
8
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 feld.
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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 mariner 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.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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

Dail Farms Livestock, LLC
AWS31 0033
Pivot Add't.
Total Field 1 = 81.49 Ac.
Wetted =; 56.72 Ac.
Sub 1 = 24.77 Ac.
75' Restdendal
Property Un
Setback
Residences
w/200'
Setbacks / / %Ms
/1ar
s tbodas
Wel
wit Off
Lagoon
` i ; i
Specifications: Pivots �' j
New Pivot (P1) •`_��♦
4 Span Valley Standard Pivot 7000
812.7' Machine Length
93.8' End Gun Radius
® 51 PSI; 500 GPM Total
(404.5 GPM Machine •I- 95.5 GPM End Gun)
47.63 Ac. w/o End Gun
56.72 Ac. w/End Gun
(End Gun Runs 78% of Time)
Existing Pivot (P2) Relocated
2 Span Valley Standard Pivot 7000
452.3' Machine Length
89.9' End Gun Radius
© 55 PSI; 350 GPM Total
(248.9 GPM Machine + 101.1 GPM End Gun)
14.75 Ac. w/o End Gun
18.01 Ac. w/End Gun
(End Gun Runs 51% of Time)
500
GRAPHIC SCALE
0 250 500 1000
( IN FEET )
1 inch = 500 ft.
Total Field 2 = 33.41 Ac.
Wetted = 18.01 Ac.
Sub 2 = 15.40 Ac.
Bldg
Logoon
12/19/2017

Dail Farms Livestock, LLC
A4S310033
Pivot Add't.
500
75' Residenc2ol
Property Lin
Setback
Residences
w/200'
Setbacks
GRAPHIC SCALE
0
250
500
( IN FEET )
1 inch = 500 ft.
Total Field 4 = 22.59 Ac.
Total Field 1 = 81.49 Ac.
Wetted = 56.72 Ac.
Sub 1 = 24.77 Ac.
\\ I �/ 1
\ /
1000
Total Field 2 = 33.41 Ac.
Wetted = 18.01 Ac.
Sub 2 = 15.4-0 Ac.
Lagoon
12/19/2017
Lagoon

DANNY WESTON - SITE I - (8) 800 HEAD FINISHING
STATE ROAD # 1959 - DUPLIN COUNTY
DIRECTIONS: FROM KENANSVI E
LEFT ON TO STATE ROAD # 1959 (WILL
KENANSVILLE) FARM ENTRANCE WILL BE
JUST PAST THE SHARP CURVE.
MAILING ADDRESS:
DANNY WESTON P'�(5 �j�� a�
2 BOX -2-89 �v\ctmv�i,4 (\\1, Vi7k'i
PIN . . , —2-&5 2 cl /
OMI --T-ELERHONE __(919)-2_a840 7.0
(TELERHONE--#- 3S--FORUEO WESTON )
TAKE HIGHWAY # 50 SOUTH, TURN
BE THE FIRST LEFT OUTSIDE OF
ON THE RIGHT APPROX: 4 MILES,
SHIPPING ADDRESS:
DANNY WESTON
STATE ROAD # 1959
KENANSVILLE, NC 28349
all- ©R3o
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET • PO. BOX 487 • WARSAW. N C. 28398-0487 • OFFICE [phone] • FAX: [phone]

Farmer:
Address 1:
Address 2:
City,State & Zip:
Phone Number:
Social Security NO:
ASCS Track No:
Total Acres of Application Fields:
Location: 2.5 MILES SE OF KENANSVILLE
Soil Types:
Total Animals:
WESTON, DANNY
P.O. BOX 297
KENANSVILLE NC 28349
910-296-0884
240-86-9136
D 4257
50.70
ON SR 1959
NOA
11200
Please Provide *****
Begin Pump:
End Pump:
Nitrogen Sample•
Individual Field Acreage 1
Individual Field Acreage 2
Individual Field Acreage 4
Individual Field Acreage
Individual Field Acreage
Individual Field Acreage
Individual Field Acreage
Individual Field Acreage
Individual Field Acreage
Individual Field Acreage ....,,
Total Acres
Irrigation Information:
Interval:
Total Gallons per/year:
Pounds Available per/acre/year:
Output******Field 1
Gallons needed per year on field:
Acre Inces per application field per year:
Total Hours Needed in field per year:
Hours currently needed:
Output******Field 2
Gallons needed per year on field:
Acre Inces per application field per year:
Total Hours Needed in field per year:
Hours currently needed:
Output******Field 4
Gallons needed per year on field:
Acre Inces per application field per year:
Total Hours Needed in field per year:
Hours currently needed:
1176547
862862
3.00
33.00
15.00
2.70
.00
. 00
. 00
.00
.00
.00
. 00
50.70
. 40
3
4,692,728
278
3,058,000
113
283
94
1,390,000
51
128
43
250,200
9
23
8

'Jierator:Danny Weston County: Duplin
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
6400 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
than owner) :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 05/09/94
1800.0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 864000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 lbs
0 lbs
864000 lbs
0 lbs
0 lbs
0
864000 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
Volume = 0.0 cubic feet �o ic. e <io,��6�' �� �,•��,r/�-,Cs z�=
TOTAL DESIGNED VOLUME
Inside top :Length (feet) ----- -• 550.0
Inside top width (feet) - - 310.0
Top of dike elevation (feet) -• 47.5
Bottom of lagoon elevation (feet)--• 37.5
Freeboard (feet) -. - 1.0
Side slopes (inside lagoon) - 3.0 : 1
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
544.0 304.0
AREA OF BOTTOM
LENGTH * WIDTH =
490.0 250.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
517.0 277.0
CU. FT. = [AREA TOP +
165376.0
formula
LENGTH WIDTH DEPTH
544.0 304.0 9.0
165376 (AREA OF TOP)
122500 (AREA OF BOTTOM)
572836 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
572836.0 122500.0 1.5

Total Designed Volume Av,ilable = 1291068 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
550.0 310.0 170500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 170500.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1578240 gals. or 210994.7 cubic feet
5B. 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 =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 99458.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 106562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 99458 cubic feet
5D. 106563 cubic feet
TOTAL 417015 cubic feet
i. SUMMARY
Temporary storage period------ 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length -- > 550.0 feet
Inside top width > 310.0 feet
Top of dike elevation > 47.5 feet
Bottom of lagoon elevation > 37.5 feet
Total required volume > 1281015 cu. ft. *
Actual design volume > 1291068 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 42.0 feet
Stop pumping elev. > 43.8 feet *
Must be > or = to the SHWT elev.== > 42.0 feet
Must be > or = to min. req. treatment el.=> 43.5 feet
Required minimum treatment volume--- > 864000 cu. ft.
Volume at stop pumping elevation==== > 862862 cu. ft.
Start pumping elev. > 45.8 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1184506 cu. ft.
Volume at start pumping elevation--- > 1176547 cu. ft.
Required volume to be pumped -- > 310453 cu. ft. *
Actual volume planned to be pumped-- > 313685 cu. ft. *

Min. t c kness1 of.. soil liner when required==>
7. DESIGNED BY: ' �►'� APPROVED BY:
DATE: A g DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1.5 feet

OPERA ON AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.8 as marked :by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 310453 cubic feet or
2322188 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be u; 1 as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS

ENCOUNTERED DURING COrTSTRUCTION. A TYPICAL CROSS 'ECTION OF THE LINER
IS INCLUDED IN THE DE ,GN WHEN LINERS ARE REQUIRL_ BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affect: the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.

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

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
300.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
40.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS.)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
200.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500.0 BALES OF SMALL GRAIN STRAW (1C BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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DANNY WESTON -- SITE II - (to) 800 HEAD FINISHING
STATE ROAD # 1959 - DUPLIN COUNTY
(aural r-r
KENANSVILLE
*Pi
91 P.B. i»
Raiford
Airport
ZD
1
inz
DIRECTIONS: FROM KENANSVI:LLE TAKE HIGHWAY # 50 SOUTH, TURN
LEFT ON TO STATE ROAD # 1959 (WILL BE THE FIRST LEFT OUTSIDE OF
KENANSVILLE) FARM ENTRANCE WILL BE ON THE RIGHT APPROX: 4 MILES,
JUST PAST THE SHARP CURVE.
MAILING ADDRESS:
DANNY WESTON
RT. 2 BOX 289
PINK HILL, NC 28572
HOME TELEPHONE: [phone]
(TELEPHONE # IS FOR LEO WESTON
SHIPPING ADDRESS:
DANNY WESTON
STATE ROAD # 1959
KENANSVILLE, NC 28349
BROWN'S OF CARCLINA !NC
303 EAST COLLEGE STREET • PO BOX 487 • WARSAW. N C. 28398.0487 • OFFICE [phone] • FAX [phone]

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EXC = e/ 4"M7 CY
FILL = PAD 8q42-- CY
DIKE .Sd./8CY
+ 10% ,' 4
TOTAL- l 6/4 78 CY
COMPUTATIONS BY:
--cle-e 21,6
TYPICAL X-SECTION TBM ELEV. 50.00'
NAIL IN:
SEE NOTE 3
4L3 4-
NOTES:
1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE /• 7 '
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE EQUIP MOVES OUT (WORK TO BE
COORDINATED W/ BLDG CON- ,TORS).
-12- fig/
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES

Operator:Danny Weston County: Duplin Date: 07/29/94
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4800 head (finishing only) x 135 lbs. = 648000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 648000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 648000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 648000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet No 5� (�L 5:1-1) u, Q.,-t
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top w.idth (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
51.0.0
230.0
54.8
43.4
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 504.0 224.0 10.4
AREA OF TOP
LENGTH * WIDTH =
504.0 224.0 112896 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
441.6 :L61.6 71363 (AREA OF BOTTOM)
tie s7L
AREA OF MIDSECTION
LENGTH * WIDTH * 4
472.8 :L92.8 364623 (AREA OF MIDSECTION * 4)
CU4 FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
112896.0 364623.4 71362.6 37 1.7

Total Designed Volume Avr fable = 951395 CU. FT.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
510.0 230.0 117300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 117300.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 648000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1183680 gals. or 158246.0 cubic feet
B. 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
per CF
Volume = 0.0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 68425.0 cubic feet

5D. Volume of 25 year. - 24 hour -storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 73312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 158246 cubic feet
5B. 0 cubic feet
5C. 68425 cubic feet
5D. 73313 cubic feet
TOTAL 299983 cubic feet
SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 510.0 feet
Inside top width > 230.0 feet
Top of dike elevation > 54.8 feet
Bottom of lagoon elevation > 43.4 feet
Total required volume > 947983 cu. ft. *
Actual design volume > 951395 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 47.0 feet
Stop pumping elev. > 51.0 feet *
Must be > o:r = to the SHWT elev. > 47.0 feet
Must be > or = to min. req. treatment el.=> 49.4 feet
Required minimum treatment volume--•- > 648000 cu. ft.
Volume at stop pumping elevation---•- > 652146 cu. ft.
Start pumping elev.====__ = > 53.1 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 878083 cu. ft.
Vo1iume at start pumping elevation--- > 873434 cu. ft.
Required volume to be pumped -- > 226671 cu. ft. leJ
Actual volume planned to be pumped-- > 221289 cu. ft. *

Min. thickness of Al liner when required==:
7. DESIGNED BY: APPROVED BY:
DATE: O -- ,¢_AA_ DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1.7 feet
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SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.7 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
t

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

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump --out of the lagoon when fluid level
reaches the elevation 50.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 226788 cubic feet or
1696372 gallons.
r

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

• SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE :INCLUDED TO PROVIDE COVER
UNTIL BAH:IAGRASS IS ESTABLISHED.

No
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Rev- 5-70
•
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SOIL INVESTI�...10N TO DETERMINE SUITABILITY OF ROPOSED POND SITE
NAME C fG• Inc : v, •� Ft,i.r, 1 DIS I"ttICT f
FARMER'S ,,
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DATE
C. S. PHOTO SKEET NO WORK UNIT
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WATERSHED AREA MEASUREMENTS
PL.AND 5 ACRES PASTURE ACRES
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firs(- (hen panded area and bon -ow pit borinot
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SIGNATURE & TITLE --71A1,- -r �r
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INSTRUCTIONS
All dams built with technical'assistance `from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving -the —design. 'Most farm ponds,-except--i-n-borderline-cases,-can----
be classified after a.complete .f,t Ld. investigation without assuming failure
and making breach' studies. This data sheet is to be- used for recording. "'
the information._obtained .through field. studies and for, documenting they ,
hazard-•clas-sification. Where there is a •possibility for foss. oflife or='"
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer:y '`' • ••
Hazard classifications of dams are made by evaluating. the possibility .
for loss of life and the extent of damage that would result if the dam'
should suddenly- breach --that i•s--a section - of' the dam be suddenly and..- -:
completely washed.. out_ . It is to be: assumed that a wall of water will. be
rel:ease.d equal tO'the height of the.dam. This .flood wave _will be reduced
in height as itmoves.down the flood plain. The wave height (depth of
flooding) should be=eva}uated.for a sufficient distance downstream until -,_
the estimated flood level will not cause significant damage to improvements,
such as -homes, buildings-, roads,- util-ities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of:the flood plain; however, in a.narrow steep valley slopes . .. .
steeper than 10% should be given special consideration. One method of
evaluation is to compare available -valley. storage (under flood conditions)
to impoundment storage (figured to the top.of the. dam) for each reach
evaluated with a judgment estimate. made of the flood wave height at all:...: . __
critical points downstream._...
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments . ..
1

EMIERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 9to-3SS-39o0
EMERGENCY MANAGEMENT SYSTEM 91 I
SWCD 9/0-a-9�-
NRCS 9r0 -s-9c, • alal
'This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be pQd in an accessible location for all erovevs at the
faciiliv. The following are sorne action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to sorne possible problems are listed below.
A. Lagoon overflow —possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
\ e. Make sure no surface water is entering lagoon.
11
B. Runoff from waste application field -actions include.
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff:
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stoprecycle-pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.

D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. 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:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compa.ci: with a clay type soil.
c. 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 fixture 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 DWQ (Division of Water Quality) regional office;
Phone '503- 35- 3 5 o1), After hours, emergency number: `�/ 5-�33-.3`r�a 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 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 1/e -156. a /U-3 , local SWCD office phone number
(VO. , and local NRCS office for advice/technical assistance phone number
4. If none of the above works, call 911 or the Sheriff's Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the contractor of your choke 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 Iagoon (MRCS, Consulting Engineer, etc.)
a. Name: . ! 1 m rvu, U i n 5 cn-•.. G7 rLc\ .c,� Qc
b. Phone: R(o-i,96,- / Do c I ='S96,-,„v)03
7. 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. qi0 - Gy`�' 6 -7, ff1/ - •

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(ri'Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
( Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
(V'Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage (v1Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
Hof decaying wastage.
(y' C:lean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
—reed 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).
(I4spect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
.V1IC--November 11, 1996

(
MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

__Qource
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead
Swine production
(14 Vegetative or wooded buffers;
(44tecommended best management
p ctices;
(vdrGood judgment and common sense
Animal body surfaces
Dirty manure -covered animals
() Dry floors
Floor surfaces
Wet manure -covered floors
( SSl/lotted floors;
($'Waterers located over slotted floors;
() Fyeders at high end of solid floors;
.. Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
($'Frequent manure removal by flush,pit
recharge,or scrape
(► Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
(47F maintenance;
fficient air movement
Indoor surfaces
Dust
krWashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
lush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyanance
() Underfloor flush with underfloor
ventilation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
() Sump tank covers
Outside drain collection Agitation during wastewater
or junction boxes
conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater
(tY xtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(pOroper lagoon liquid capacity
(✓! t/�;orrect lagoon startup procedures
( /inimum surface area -to -volume ratio
(fr minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
(tilt igate on dry days with little or no wind
('. "Minimum recommended operation pressure"
(K rump intake near lagoon liquid surface
1 1 Pump from second -stage lagoon
--,vMOC--November 11, 1996

orage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
(1 Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
(1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
() Soil injection of slurry/sludges
(1 Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
({.Proper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads (Warm access road maintenance
ads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP 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 Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc 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
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
49471
3 (Lan owner Signature)
AMOC--November 11, 1996