240105_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 verb all information and make any necessary corrections below.
Application must be signed and dated by the Perm ittee.
APR 022019
1. Farm Number: 24-0105 Certificate Of Coverage Number: AWS240105
2. Facility Name: Bo3_ue Farm II
3. Landowner's Name (same as on the Waste Management Plan): Donald R Ward
4. Landowner's Mailing Address: 3623 Riverview Ln Sw
City: Supply State: NC Zip: 28462-2644
Telephone Number. 910-646-3360 Ext. E-mail:
5. Facility's Physical Address: 284 Chris Ward Dr
City: Whiteville State: NC Zip: 28472
6. County where Facility is located: Columbus
7. Farm Manager's Name (if different from Landowner): Chris Ward
8. Farm Manager's telephone number (include area code): 910-646-1023 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Christopher J. Ward Phone No.: 910-840-4336 OIC #: 16315
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
Operation Types:
Swine - Farrow to Wean 1,200
Swine Cattle Dry Poultry Other Tvoes
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Wastt Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
mialimucorrections and provide missing data.)
Estimated
Date
Built
�r�
noe
1•••••=mmin.111111.111111.1.1111111.1111111.Mil
as required by NC General Statutes 143-21510C(d) to the address below.
Mail one (1) copy of the Certified Animal Waste Management Plan (CA"'Mp)P signed
this completed and si ned application
The CAWMP must include the following components:
1. a most recent Waste Utilization Plan
(WUP), si ned the owner and a certified technical s +ecialistcontaining;
a. The method by which waste is applied to the disposal fields e.
b. A map of every -field used for land a lication_( example: unaationg nonrigm n, injection, etc.)
c. The soil series present on every land application field map)
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 P ty documentation (design, calculations, etc.) Please be sure the above table is accurate and
yourcomplete. Also provide any site evaluations, wetland determinations, or hazard classifications that ma
facility.
8. Operation and Maintenance Plan Y be applicable to
If your CAWMP includes any components not shown on this list please include the additional components with your submittal.
application and all the CAWMP items above to: [e-mail]
As a second option to mailing paper copies of the application package,
P g + you can scan and email one signed copy of the
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
i0
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
19.50

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 ani. application may be .xubject 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: CAr:S_*Aer-lJ r Wand Title: 44./ixr D"xra'br-
Signature: Date: 3- Z / - / 9
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

Murphy -Brown, LLC 5/25/2010 P:O. Box 85.6
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farrn Name:
County:
Donald Ward
Bogue Farms I1, LLC
Columbus
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
1200
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 per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

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
1200
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3212 gal/yr
4015 gal/yr
10585 gal/yr
223 gal/yr
838 gal/yr
986 gal/yr
Total
3,854,400 gal/yr
gal/yr
gal/yr
gal/yr
gal/yr
gal/yr
Total
3,854,400 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal
1200
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
5.4 lbs/yr
6.5 lbs/yr
26 lbs/yr
0.48 Ibs/yr
1.96 Ibs/yr
2.3 Ibs/yr
Total
6,480 Ibs/yr
lbs/yr
lbs/yr
lbs/yr
Ibs/yr
Ibs/yr
Total 6,480 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 ofnitrogen 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:
Average Annual Nitrogen Requirement of Crops:
Total Nitrogen Produced by Farm:
Nitrogen Balance for Crops:
37.06
9238.54
0
9,238.54
6,480.00
(2,758.54)
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 8
APR 0 2 2019

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop
Acreage Type Code
39009
29.78 Leon
Mack Mack 7.28 Echaw
Millet
44
Time to 1st Crop 1st Crop Lbs N/Ac Lbs N
Apply Yield Ibs,N/Unit Residual /Ac
May -Aug 2.6 , 55.0
Total lbs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Utilized Code Apply Yield lbs N/Unit Residual /Ac Utilized
seE
143 4258.54 Winter Annual Sept -April 1 100 100', 2978
Mar -Sept 4.5 50.0
225 1638 L
(Mack field Is optional)
Sept-AI:irll
Total Total lbs N
Lbs N/Ac " Utilized
243 _ : 7236.54
50 364
275 2002
1
Totals: 37.06
5896.54
3342 9238.54
3(a) of 8

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 Tess nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop Lbs N utilized / unit yield
A Barley 1.6 Ibs N / bushel
B Hybrid Bermudagrass - Grazed 50 lbs N / ton
C Hybrid Bermudagrass - Hay 50 lbs N / ton
D Corn - Grain 1.25 Ibs N / bushel
E Corn - Silage 12 Ibs N / ton
F Cotton 0.12 Ibs N / Ibs lint
G Fescue - Grazed 50 Ibs N / ton
H Fescue - Hay 50 Ibs N / ton
I Oats 1.3 lbs N / bushel
J Rye 2.4 Ibs N / bushel
K Small Grain - Grazed 50 lbs N / acre
L Small Grain - Hay 50 Ibs N / acre
M Grain Sorghum 2.5 Ibs N / cwt
N Wheat 2.4 Ibs N / bushel
O Soybean 4.0 lbs N / bushel
P Pine Trees 40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

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
1200 Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
0.84
1
4.1
0.072
0.306
0.36
1008'
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 1008 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 5040 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 16 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 40.32 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 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Tract Hydrant Type
Mack
Crop
Application Rate Application Amount
in/hr * inches
1 Leon Millet . 0.65 1
Mack Echaw C 0.4 1
(Mack field is optional) #NIA #N/A
6 of 8

Additional Comments:
5-25-10 Plan•was revised to reflect acreage change. Josh Gaddy, Murphy •
Brown agronomist remeasured fields. 29.78 acre field should be cut for hay & •
field edges may be applied to using a honeywagon.
The Mack field is optional.
Landowner may apply to it with a honeywagon. Field is about 1 1/2 miles
away from the farm.
7 of 8

NUTRIENT .UTILIZATION PLAN CERTIFICATION
Name of Farm: Bogue Farms II, LLC
Owner: Donald Ward
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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
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 54:40^ h'trI
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Date
Amy J. Elmore
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
[phone]
8 of 8
Date
APR 022019

NUTRIENT UTILIZATION PLAN
2
REQUIRED SPECIFICATIONS
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.
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, recievinq 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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

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 Tower 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.
3of3

Bogue Farm
Fac. Na.: 24-105
Scale: 1 "=300'
zc
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Lagoon
— WeII w/100'
offset
Hog Houses
9rb
zs
Total Field = 29.78 Ac.
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Bogue Farm
Fac. No.: 24-105
Mack Field
Scale: 1 "=300'
Total Field = 7.28 Ac.

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WASTE MANAGEMENT
EMERGENCY ACTION PLAN
FACILITY: BOGUE FARM II
OWNER/OPERATOR: Donald R. Ward
ADDRESS: 4644 White Hall Rd,
Whiteville NC 28472
FACILITY NUMBER: 24-105
CERTIFICATION NUMBER:N002059
This plan will
operation is willbe implemented
until waste leaking, overflowing,
the event that site. D youreach surface g' or runningfrom your
until
have a problem. waters of leave off to not wait
not You should your property e considerhtti
happen. This make every effortthat
doesoe employees at the facility. should be to ensure that
you alleshoulbe facilit The followinged in an accessible action
item
taken in the Y• are some
event of an emergency. action
items
Emergency Phone Numbers:
DWQ (Bus. Hrs.) : (910)-395-3900
Emergency Mana DWQ(After Hrs): (919
gment Coordinator: )-733-3942
SWCD: (910) -642-2348 (910)-640-6610
NRCS: (910) _642-2348
ACTION PLAN CUIDLINES:
1. Contact the appropriate agencies immediately!
a. Contact the T
b Technical Specialist
Contact the Division of Water who Certified
Quality (DW the lagoon.
Your phone call to the Division of WaterQ) reg1Onal office.
Quality should include:
1. Your Name
2. Facility Name and Number
3. The location of the incident
4. The direction
5. Weather of movement of the
and wind conditions spill
6• Description of the corrective
7. Description of the seriousnessofmeasures
already completed
c. If the spill lsituation
call the Columbus
Columbus Countyt
he property and enters surface
the Columbus Count Emergency Management waters
Y Health Department. Coordinator and

d. Contact the Columbus County NRCS-SWCD office for technical
assistance and advice on how to handle the spill or leak that
has occurred.
2. Immediatly stop the release of waste. Depending on the situation,
this may or may not be possible but, some suggested responses to
some problems are listed below:
A. Possible solutions for lagoon overflow are:
a. Add soil to berm to increase elevation of the dam
b. Pump waste to fields at an acceptable rate.
c. Call a pumping contractor.
d. Immediately stop all flow to the lagoon.
e. Make sure no surface water is entering the lagoon,
B. To Control the waste runoff:
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
has occurred.
C. To control waste leakage from pipes and sprinklers:
a. Stop the recycle pump.
b. Stop the irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. To control leaks from flush systems, houses, or solid
seperators.
a. Stop the recycle pump.
b. Stop the irrigation pump.
c. Make sure no siphoning occurs.
d. Stop all flow in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.
E. To control leaks from the base or sidewall of the lagoon.
(This may be seepage and not a flowing leak situation.)
a. Dig a small sump or ditch away from the embankment to catch
all seepage, put in a submersible pump, and pump Waste back to.
the lagoon.
b. If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type soil.
c. Have a proffesional evaluate the condition of the side walls
and lagoon bottom as soon as possible.

3. Asses the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters.
b. Approximate how much was released and for how long.
c. Note any damage or injury to facility employees, wildlife
or property resulting from the leakage or the spill that
occurred.
d. Did the spill leave the property or was it contained on the
property.
e. Is there potential for the spill or leakage to reach surface
waters.
f. Is it possible for a future rain event to cause the spill or
leakage to reach surface waters.
g. Are potable water wells both on and off the property in danger
of being affected by the spill of leakage.
h. Determine how much of the spill or leakage reached surface
waters.
4. If none of these courses of action listed in the Emergency Action
plan prove beneficial in alleviating the problem or you are unable
to contact any of the agencies listed then immediately dial 911 or
contact the Columbus County Sheriff's Department and explain your
situation and ask for their assistance in contacting the appropriate
agencies and personnel.
5. Implement the procedures as advised by the agencies contacted to
rectify the damage, repair the system, and reasses the Waste
Management Plan to keep the release of waste through spills or
other types of discharge from occurring again.
6. You may contact a contractor of your choice to assist you with
repairs to minimize off -site damage. /�
Contractor' s Name: flFS Yoa1/Y`
Address:
Phone: [phone]
NOTICE
This Emergency Action Plan has been established to assist you in
the event that there is a spill or leak of waste from your facility or
operation. This plan ,however, does not free you from any Criminal or
Civil actions that may be levied against you by the regulatory powers
of the State of North Carolina.

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
r leave
running off the site. You should NOT wait until wastes reach surface wthatatersthis does your
happen. property Thisto
consider that you have a problem. You should make every effort to ensure
plan should be available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
© stop recycle (flushing system) pump
• stop irrigation pump
Os close valves to eliminate further discharge
rJ separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
CO stop recycle (flushing system) pump
© stop irrigation pump
3 make sure no siphon effect has been created
rJ separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these
are seepage as opposed to flowing
leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

• if holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
® other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
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?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910/395-3900 , after
hours, emergency number:1/800-662-7956. Your phone call should include: your
name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
640-6610
c) Instruct EMS to contact the local Health Department: 6 4 0 - 6 6 17
d) Contact CES: 640-6606
local NRCS office: 642-2348
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies torectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)

Insect Control Checklist for Animal Operations
Source Cause IIMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids
Lagoons and pits
• Crusted solids
Excessive vegetative • Decaying vegetation
growth
D Flush system is designed and operated
sufficiently to remove accumulated solids Isom
gutters as designed
Cl Remove bridging of accumulated solids al
discharge
Maintain lagoons,•settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 perdenl of surlace
CI 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 CI Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
D Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Source
Peed storage
Cause
• Accumulations of feed
residues
Animal holding • Accumulations of animal
areas wastes and feed wastage
Dry manure
handling systems
• Accumulations of animal
wastes
Insect Control Checklist for Animal Operations
13M1's to Control Insects
0 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
O Inspect for and reprove or break up accumulated
solids. in filter strips around feed storage as needed
O t ilininate low areas that crap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal
Cl 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)
0 Remove spillage on a routine basis (e.g.,
7- to l0-clay interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide kw adequate drainage around manure
stockpiles
0 Inspect for 'and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, 13ox 7613, North Caro
lina Stall. University, Raleigh, NC 27695-7613.

Mortality Management Methods
(check which mechod(s) are being. implemented)
Burial three feet beneath the surface of the ground within 2.4 hours after
knowledge of the death. The burial must be ac least 300 feet from any flowing_
scream or public body of water.
Rendering ac a rendering. plant Licensed under G.S. 106-163.7
7_1 Complete- incineration
CJ In the case of dead poultry only, placing. in a,disposal pic 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 che salvage of part of a dead animal's value wfchouc endangering
human or. animal hearth. (Written approval of che Scare Veterinarian must be
attached)
December l3. 1996

Swine Farm Waste Management Odor Control Checklist
Saurce
Cause
Farmstead
• Swine production
BMPs to Minimize Odor
le Vegetative or wooded buffers;
VI" Recommended best management practices;
I � Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
Floor surfaces
• Wet manure -covered floors
Manure collection pits
• Urine;
• Partial microbial decomposition
Ventilation exhaust fans • Volatile gases;
Dust
Indoor surfaces
• Dust
Flush tanks
Flush alleys
Pit recharge points
• Agitation of recycled lagoon
liquid while tanks are filling
Lift stations
• Agitation during wastewater
conveyance
iY Dry floors
re Slotted floors;
'Waterers located over slotted floors;
✓ ' Feeders at high end of solid floors;
IW' Scrape manure buildup from floors;
O Underfloor ventilation for drying
Site Specific Practices
W Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
PIF Fan maintenance;
Efficient air movement
11� Washdown between groups of animals;
Feed additives;
❑ Feeder covers;
l] Feed delivery downspout extenders to feeder
covers
O Flush tank covers;
❑ Extend fill lines to near bottom of tanks with
anti-slphan vents
O Underfloor flush with underfloor ventilation
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
Outside drain collection
or junction boxes
• Agitation during wastewater
conveyance
Ellf Extend recharge lines to near bottom of pits
with anti -siphon vents
O Sump tank coven
O Box covers
AMOC - November 11, 1996. Page 3

Source
Standing water around
facilities
Manure tracked onto
public roads from farm
access
Additional Information :
Cause
• Improper drainage;
• Microbial decomposition of
organic matter
BMPs to Miolarize Odor
IGradc and landscape such that water drains
away from facilities
Site Specific Practices
• Poorly maintained access roads
Ili F. access road maintenance
Swine Manure Management ; 0200 RuleIBMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-118
Lagoon Design 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 ; PIi1-1-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO UY1, 1995 Conference Proceedings
Available From :
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BA E
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Ftorida Cooperative Extension
AMOC - November 11,1996, Page 5

Systems
Source Cause BMP! to Control Insects
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
rn inimal.
D Maintain fence rows and fi her 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 D Remove spillage on a routine basis (e.g., 7 - I 0
day interval during summer-, I5.30 day interval
during winter) where manure is loaded for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
13 Inspect for and remove or break up accumulated
wastes in fiber strips around stockpilers and
manure handling areas as needed.
Site Specific Practices
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613. North Carolina State University,
Raleigh, NC, 27695-7613.
A MIC - November 11, 1996, Page 2

So nrce
Swine Farm Waste Management Odor Control Checklist
Cause
Storage tank or
basin surface
• Partial microbial --
decomposition
• Mixing while filling
• Agitation when emptying
Settling basin
surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
HMi's to Minimize Odor
O Bottom or midlevel loading
O 'Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Uncovered manure, • Volatile gas emissions while
slurry, or sludge on drying
field surfaces
Dead animals • Carcass decomposition
Dead animal
disposal pits
• Carcass decomposition
incinerators
Standing water
around facilities
• incomplete combustion
O Soil injection of slurry/sludges
O Wash residual manure from spreader alter use
O Proven biological additives or oxidants
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
O Proper disposition of carcasses
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
O Secondary stack burners
• Improper drainage
• Microbial. decomposition of
organic matter
Site Specific Practices
CI Grade and landscape such that water drains away
from facilities

Swine Farm Waste Management Odor Control Checklist
Source
Cause
Flush alleys
II:MPs to Minimize Odor
• Agitation during wastewater ❑ Underfloor flusli with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations
Outside drain
collection or
-junction poxes
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
End of drainpipes • Agitation during wastewater
at lagoon
Lagoon surfaces
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler • I ligh pressure agitation
nozzles • Wind drift
❑ Sump tank covers
❑ Box covers
❑ Extend discharge point of pipes underneath
lagoon liquid level
❑ Proper lagoon liquid capacity
❑ Correct lagoon startup procedures
❑ Minimum surface area -to -volume ratio
❑ Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven (iological additives
❑ Irrigate on dry days with little or, no wind
❑ Minimum recommended operating pressure
❑ Pump intake near lagoon liquid surface
❑ Pump from second -stage lagoon
Site Specific Practices

Swine Farm Waste Management Odor Control Checklist
Source Cause IIMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production O Vegetative or wooded buffers
Animal body • Dirty manure -covered
surfaces animals
Floor surfaces
• Wet manure -covered floors
Manure collection • Urine O Frequent manure removal by flush, pit recharge,
O Recommended best management practices
O Good judgment and common sense
O Dry floors
O Slotted floors
O Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
pits
• Partial microbial
decomposition
or scrape
O Underfloor ventilation
Ventilation exhaust • Volatile gases O Fan maintenance
fans • Dust
O Efficient air movement
Indoor surfaces • Dust O Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed deliverTdownspout extenders to feeder
_ covers
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

Swine Farm Waste Management Odor Control Checklist
Source
Cause BMPs to Minimize Odor
CI Farm access road maintenance
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
Additional information:
Swine Manure Management; .0200 Rule/BMP Packet
Site Specific Practices
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon 'treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Tredtment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; E13AE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PII1-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available Frotn:
NCSU, County Extension Center
NCSU-13AE
NCSU—I3A1;
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Version —November 26, 2018
Primary Secondary
as
a o'
d a__
El CI
El El
oEl
El El
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.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted blithe NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioriof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature arm Owner/Manager
Signature of Technical Specialist
Date
Date

Opeiator: 'Donald Ward County: Columbus
Date:
11/02/95
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 Ibs.
0 head (finishing only) x 135 Ibs.
1200 sows (farrow to wean) x 433 Ibs.
0 head (wean to feeder) x 30 Ibs.
Describe other :
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
2000.0 feet
Volume = 519600 Ibs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/Ib. ALW
Volume = 519600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = . 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----- ----------_____
Inside top width (feet)
Top of dike elevation (feet)-------------___
Bottom of lagoon elevation (feet) ------------
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.5 3.5 3.5 3.5
AREA OF TOP
LENGTH * WIDTH =
333.0 333.0
AREA OF BOTTOM
LENGTH *WIDTH =
270.0 270.0
AREA OF MIDSECTION
LENGTH * WIDTH *4
301.5 301.5
LENGTH
333.0
0 Ibs
0 Ibs
0 Ibs
519600 Ibs
0 Ibs
0
519600 Ibs
ti
V
340.0 Nit
340.0 `z
49.0 h
39.0
1.0
3.5 : 1
WIDTH DEPTH
333.0 9.0
110889 (AREA OF TOP)
72900 (AREA OF BOTTOM)
363609 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
110889.0 363609.0 72900.0
Total Designed Volume Available =
L-)
p.\1 _
4(fiN,
kto
1A.J.)‘.
1.5
821097 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
340.0 340.0 115600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 115600.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Feces & urine production in gal./day per 135 Ib. ALW
Volume =
Volume =
5B. Volume of wash water
180 days.
1.37
519600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
949136 gals. or 126889.8 cubic feet
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
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 67433.3 cubic feet
7.0 inches
0.0 gallons/day * 180 days storage/7.48 gallons
per CF

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 72250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 126890 cubic feet
5B. 0 cubic feet
5C. 67433 cubic feet
5D. 72250 cubic feet
TOTAL 266573 cubic feet
6. 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 > 3.5 : 1
Inside top length > 340.0 feet
Inside top width > 340.0 feet
Top of dike elevation > 49.0 feet
Bottom of lagoon elevation > 39.0 feet
Total required volume > 786173 cu. ft.
Actual design volume > 821097 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.1 feet
Stop pumping elev. > 45.2 feet
Must be > or = to the SHVVT elev. > 45.1 feet -
Must be > or = to min. req. treatment el.=> 45.0 feet
Required minimum treatment volume > 519600 cu. ft.
Volume at stop pumping elevation > 528524 cu. ft.
Start pumping elev. > 47.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 748847 cu. ft.
Volume at start pumping elevation > 744611 cu. ft.
Required volume to be pumped > 194323 cu. ft.
Actual volume planned to be pumped > 216087 cu. ft. *
Min. thickness of soil liner e whec' ==> 1.5 feet
d
7. DESIGNED BY:� r_ -
� �— }v APPROVED BY: ,(fieArJ F_ , /ic, „�,-�, ' sva
DATE:
I 1 (6. 79.3-
DATE: s -
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: -V/Rci Aar ,Usk c4ee.A. / .2 / doe., we ce,-74 'S.
4:7X`[d1.-lo l�Dlu�vrS.
*
*

DOGWOOD FARMS_ INC.
Clinton. North Carolina
Form 1420
Name: Do NA L-D VI) A et)
Lagoon # i
No. of Shots (Elev.)
y
Sum of Shots (Elev.)
f o 50 ,
Average Ground Elev
q-S- 6 7 ft.
Top of Dike
4 9 , 6
Bottom of Lagoon
J c ! 0
SHWT 3.13_1.- Es'-,UG --it
A -r lg., f H o C /,0 -
1�C ( ft.
Length of Top 40. 0
3 . 0, O o �- _
v-0 , 6,-, ft.
Width of Top
ft.
Area of Top at Elev. 4 9, r)
r r,. x fr: o !
ftlOa 0 sq. ft.
Area at Average Ground Elev. 45, C -
7 � 16, 7 � J6, 7 z
Jbo/ ag7,0sq. ft.
x
Area of Mid -Section at Elev. % .33 (Center of Cut =
�
8�, o�s:o sq. ft.
a q3 x � 3 ..�
Area of Bottom of Elev. 3 9, d
.� 7.-7�.
/DD,O sq. ft.
a 7o.0 X � 76. 0
Depth of Cut
‘ 7 ft.
Dirt Removed (Cubic Feet)
r. cu. ft.
Total Excavation (Cubic Yards)
do / ; ? )cu. yds.
Under -cut ' - ' " Thick on Bottom & Slopes
Bottom of Lagoon 0 70.0' x -70,0 ') x 1, S '
/0950.0cu. ft.
Side Slopes - East & West 0933' x 35.0') x /.5 ' x
,, • Slopes
/
307g75u. ft.
Side Slopes - North & South ,7f3d' x3.5:0') x /.5' x ,.
Slopes
.,� p/ 77Ocu. ft.
Excavation (Cubic Feet)
i 7619 Ocu. ft.
Total (Cubic Yards)
43,314 cu. yds.
02758 L u. yds.
Total Excavation (Lagoon & Under -cut)
NOTE: Clay Liner will be figured extra: Total Clay
RA- -r- o /S DO D
I r f To )
/ ,3v' °cu. yds.
*Clay Liner will have to be figured at time of excavation due to availability of clay on site.

?6z,z F641-
DOGWOOD FARMS. INC-
Clinton. North Carolina
Form 1419
Name: D. PI A- D ",&) A t
Pad &Dike* 4.
DICE
Dike Elev.
y 9; 0 ft.
Area of Dike
1 l 16
, .
�
/
U r sq. ft.
r•7,
Number of Elev. Shots
a -)
Sum ofElev. Shots
q94, i
Average Ground Elev.
,3-- n/D ft.
Depth of Fill
J , go ft.
Cubic Feet of Fill
/., / , 77Q 7) cu. ft.
Cubic Yards of Fill
' 7 9 cu. yds.
.ti to 1 Ratio Added
4 : /7/ cu. yds.
PAD
Area of Pad 315 x SOO
/✓ 7,5 OG. 0 sq. ft.
Pad Elev.
,t
, r
Average Ground Elev.
6 , 5— ft.
Depth of Fill
9 p ft.
Sum ofElev. Shots
Number ofElev. Shots /
Cubic Feet of Fill
4. 65, 55-0 , 0 cu. ft.
Cubic Yards of Fill / 7 a 3dcu. yds.
1.4 to I Ratio
/a ". 5-G z „5-cu. yds.
Total Fill (excluding Clay Liner)
7, - cu. yds.

DOGWOOD FARMS, INC.
Clinton, North Carolina
11424.
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinement Building
Top Width 42 ,b'
Pit
8.C) " Pipe (Needs to be adequately
supported)
K
• L
OUTLET PIPE ELEV. 478
1.,
l11
il 1 ss 3 5 : ¶SS 3, S :
11
II
Bottom Elevation ,59,0
TREATMENT
LAGOON'
Depth = /0,0'
1
Settled Top Elevation 7 ?,0

DOGWOOD FARMS_ INC
Clinton. North Carolina
Forth 1421
PLAN OF EXCAVATED STORAGE LAGOON
Name DoNALb i/L,40e D
County C i i m 8 U
Address %'A4L L5 80R0 , C,
31/-0, 0
Date / / /0, /95"
9,0'
/
\
1 1f 33' / I i,,.
/
Use of facility .51A/2 NE. F.4 gev k)x-Ivc ra w EA -Al Li IVZ-T
Capacity (.2-00
Soil Type LEa
Bench Mark Description D - O+-o 0 - I 00 t 30 FT N' (x n) ,AZ /v z✓ M E
4TL zw T,eEE e 50,0
i
Gallons
SUMMARY
Bottom Elev. 3 9 O
Normal Liquid Level Elev.
Storage for Normal Precip. (+) 7. 0 In.
Maximum Liquid -Level Elev.9 , 0
25 Year Storm Storage (+) Ts" In.
Crest ESW Elev. /I!/,Q
Maximum Flow Depth (+) JO, 0 Ft.
Freeboard (+) /, 7 Ft.
Top of dam Elev. 1/ ,O
T.B.M. Elev. 50, 0

SCS-ENG-S3
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
v
/.G f ,tMIN P
MAIM
BORINGS MADE BY
FARMER'S NAMETnr,n )r{ LJ nrd DISTRICT D I
DATE $� " `I 5 COUNTY
S. (J. S. PHOTO SHEET NO. WORK UNITIO hti- ' 1; lI 2
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES
POND CLASS
iZ.Oo .5o..a s carCcAJ 4-0 t'r
eed2-
WORK UNIT CONSERVATIOMST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz. scale .1"- feet)
Loratr re/irence polnl +rs ctnfrr line o' darn and ldrnf1f o,, shrkA.
■■w■■■■_■ um_ ow
iu■■■■ ■■■■
mNsrAimmmimilmwmm••Ihul
11''IIiIi1IIPIIIIIiiL.
IMO
iIIiiiiiii--i'IiiIIigj"
111
I ■■■ ■■ s ■■11111111■■■
■■■■■■■■■■■ni■r■■■iiIIIIIIIIII1II,IIIi■
1111 lu1I.IIli III_lIl
SHOW BORING NUMBER AND PROFILE
DEPTH Mahe and list dan+•slle and spillway bon' Ps lint. M,., mended an.a and bonaw pit borings
,(C• .. need on back where necessary) I -so water table elrvallons an d s T borings.
SCALE
1 �2, 3 4 5 6 7 8 9 10 11 12 13 m16
� W
SP
r,D
separate with vertical rod line.
SIGNATURE & TTILECI1 A) 771rtth 49-R, �;_ tei
/Cell d 0' t b J' ,Q�;,1¢, 3 k a! '!iJocc

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 1.5 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 LIN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR
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, SPEC AL
CONSIDERATIONS. /

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next .period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When 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: 4.0 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
120.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 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
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days 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 47.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 194323 cubic feet or
1453537 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 anyeroded 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.