820736_Application - Split Permit_20200716

To: Whom It May Concern,
I, Tommy Tyndall ownerof Tommy Tyndall Farm,COC# AWS820173 am
requesting a modification to my COC to split it into two separate farms with separate COC's.
Owne Signa ure Date

Murphy -Brown, LLC 7/14/2020 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Aaron Thomas Tyndall
Farm Name: Aaron Tyndall Farm #1
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 6080
Wean to Finish
Feeder to Finish
Gilts
Storage Structure: Anaerobic
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
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 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.
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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, fit', tons, etc.):
Capacity Type Waste Produced parAnimal Total
Farrow to Wean
3203 gal/yr
galtyr
Farrow to Feeder
3861 gal/yr
galtyr
Farrow to Finish
10478 gal/yr
gal/yr
6080
Wean to Feeder
191 gal/yr
1,161,280 gal/yr
Wean to Finish
776 gal/yr
gal/yr
Feeder to Finish
927 gal/yr
gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 1,161,280 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibstyr
Farrow to Feeder
6.95 Ibs/yr
Ibstyr
Farrow to Finish
18.86 Ibs/yr
Ibstyr
6080
Wean to Feeder
0.34 Ibs/yr
2,067 Ibstyr
Wean to Finish
1.4 Ibs/yr
Ibstyr
Feeder to Finish
1.671bs/yr
Ibstyr
Gilts
1.831bs/yr
Ibs/yr
Boars
5.33 lbs/yr
Ibstyr
Total 2,067 Ibstyr
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: 22.21
Total N Required tat Year: 6613.47
Total N Required 2nd Year: 3265.01
Average Annual Nitrogen Requirement of Crops: 4,389.24
Total Nitrogen Produced by Farm: 2,067.20
Nitrogen Balance for Crops: (2,322.04)
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.
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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 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 Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Burned/Disked In
WA Winter Annuals Hay
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.
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SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Total/ r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
6080 Wean to Feeder
0.07 425.E
Wean to Finish
0.27
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
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 425.6 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 2128 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 17.024 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.
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Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
• inches
T695
AT1
Grantham
D
0.4
1
T695
9
Goldsboro
D
0.4
1
T695
11
Goldsboro
D
0.4
1
T695
13
Goldsboro
D
0.4
1
T695
14
Goldsboro
D
0.4
1
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Additional Comments:
This plan revised to show the separation of an existing farm (Tommy Tyndall
Farm) into two separate farms (Aaron Tyndall Farm #1 and Aaron Tyndall
Farm #2). The wetted acres were recalculated due to the separation.
Both farms will share the irrigation equipment, but not the application fields.
When Farm #1 is using the pivot, valve #2 will be closed and valves #1 & #3
will be open to allow Farm #2 to utilize the remaining hydrants and reels on
its field. Farm #2 will connect pipe from its pump to pumping hydrant between
valve #2 and its field with hydrants for reels.
When Farm #2 is using the pivot, valve #1 will be closed and valves #2 & #3
will be open to allow Farm #1 to utilize the remaining hydrants and reels on
its field. Farm #2 will connect pipe from its pump to pumping hydrant between
valve #1 and pivot.
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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Aaron Tyndall Farm #1
Owner: Aaron Thomas Tyndall
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 DWR 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 NCDWR upon request.
Name of Facility Owner: Aaron Thomas Tyndall
Signature: l ��� ��r (✓� 71sw14w
Date
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Weston
Division
7/ ylzozo
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NUTRIENT UTILIZATION PLAN
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, 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 of applications
for other nutrients.
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).
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.
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.
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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 manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
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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

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OPERATION & MAIN 1 ENANCE PLAN
Proper lagoon liquid management should he a year-round priority. It is especially
Important to manage levels so.ha: you do not have yioblei115 during extended rainy and
we'Periods,
Maximum storap capacity sho,:ld be avaiiable in the lagoon for period5 when the
rece:vine crop 15 dormant.Isuch as winteinime for hermudagrass) or when there are
extended ra,nv spells such as the thunderstorm season it the summertime. This.means
that of the first signs of plant growth in the later winter/early spring, irrigation according to
a farm-: waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early Tali the lagoon should be pumped down to the low
marker ;See Figure 2-1) to allow for winter 5t072ze. every effort should be made to
maintain the lagoon close to the minimum liquid level as lor.g as the weather and waste
utilization plan .viif allow it.
%'Waiting until the lagoon has reached is maximum storage capaci ;' before sta..ine to,
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush, and trees or. the embankment must be controlled. This may be
done by mowing, spraying, grazing, choppping, or a combination „f
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be alloyed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon s ,.ould be made during the Initial iiliirg of
the lagoon and at leasr monthly and after major rainfall and storm events. Itens to be
checked should include, as a ninim�jn, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipe.F--look for:
1. separation of joints
2. cracks or breaks
3. accumufatior, of salts or minera's
overall condition of pipes

Lagoon surface —look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for: . -
1. settlement, cracking, or "jug" holes
3 side slope stability-5IJ'n,7S or bulges
3. : wet or damp area: on the bast: slope
-4. erosion due to lack of vegetation or as a res it of wave"action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave a=ion caused by strong
winos. These waves can erode the lagoon sidewalls, thereby weakening tie lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
hnv of these features could lead to erosion and weakening of the da.n,. Ii your lagoon has
any of these features, you should call an appropriate exile„ iarnir?r with desten and
construction of waste lagoons. You may need to provide a temporary fix iith2re isa threat
of a waste discharge. however, a permanent solution should be reviewed by the
technical exp ert. Any digging into a lagoon dam with heavy equipm?nt is a serious
underaking with potentially serious consequences and should not -)e con,ducred unless
recommended by an appropriate technical expert.
^ Transfer Pumps —check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, ora large amount of vibration; may indicate that the pump is in need or repair or
replacement.
NOTE. Pumping systems should be inspected and operated frequently enough so ;nat you
are not comp!eteiy "surprised" by equipment failure. You should perform your pumping
system, ^-ainterance at a time when your lagoon is at its low level. This will allow some
sa`ety time shculd major repairs be required. Having a nearly ful! lagoon is not the time
to think about switching, repairing, or bcrrowing pumps. Probably, if your lagoon is full,
you, neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or purr fps.
Surface water diversion features are designed to carry a!1 surface
drainage waters (such as rainfali runoff, roof drainage, gutter outlets,
and parking lot runoftl away irorn your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rain. -all that hits the !agoon directly.
`rou should inspect your diversion system for the following:
1. adequate -vegetation
2. dit'?rsion capacity
�"� .3.ridge berm he:zht

identified problems should be corrected promptly. I: is aavisabfe to i.spect your system
during or immediately following a heavy rain. If technica; assistant._ is needed to
determine proper solutions, consult with appropriate experts. '
You should record the level of the lagoon just prior to when rain is predicted, and :hen
record :he level again 4 to b hours after the rain (assures there is no pumping). This will
give ,you an idea of how much your lagoon level w;ll rise with a certain rainfali amount
(you must also be recording your rainfall for this to work;. Knowing this should help in
planning irrigation applications and storage. if your lagoon rises excessively, you may .
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
La;oor, Operation
Startup:
1.
Immediately after construction establish a complete iod cover on bare soil
surfaces to avoid erosion,.
2.
Ml new lagoon design trea:m—,tent volume a: least )­•aif furl of water before
waste loading begins, taking care not to erode lining or bank slopes.
.3.
Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4.
When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
S.
it is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid voiu,;.e. TS seeding should occour at least two weeks prior to the
addition of wastewater.
0.
Maintain a periodic check on the lagoon liquid pH. ;,'the pH fails below
7.0, add agricultural firne at the rate of i pound per 7000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. OOLIMUm lagoon licuid
pH is between 7.3 and B.O.
7.
A dark color, lack of bubbhria. arc excessive odor signais inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for proionge= peficds, especially during the warm
season..
Loading.
The more frequently and regularly t^at wastewater is ached to a lagoon, the better the
lagoon will function. Flush systems that stiasn waste into the lagoon several tines daily are
opti-tum for
treatment. Pit recharge systems. in wh;ch one or more buildings are drained
and r_caar-,,ed each day, also won'. •.•.-el;.

Practice water c;onsen'at!on—minimize building "ater.usa, and
spillage fron leaking waterer_.; broken pipes and'.vashdown through
proper maintenance ar•d water conservation.
:Vcinlsn122 feed wastage and spillage by keeping feeders adjusted. This
KIII reduce the an;our,( of solids entering fine lagoon
Management:
Maintain lagoon :igjid level between the perm -anent storage level an --
the full temporary storage level.
Place visible r„arke;s or stakes on the lagoon bank to show the
rrdnimum liquid level and the maximum liquid lever (Figure 2-1).
dart irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
: M be maaimizeo for the summer thunders.orn) seaso^. Similarly,
irrigate in 6e late s'.:.T:^ie."early fall to Provide raxirnum lavocr•,
storage for the winter.
The lagoon liquid level should never be closer than ! foot to the lowest
point of the dam or embankment.
�? Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
"N
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inle's as possible.
Prevent additions of bedding materials, tong-stennned forage or vegetation,
molded teed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
titaint2!n strict, vegeta:lc`n, rodent, and varmint cdrtroi near lagoon edo s.
Do not allow trees or large bus! es to grow or. lagoon dam or embankment.'
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it n!is 50 perce;t of the per nnanent raj volume,
if animal production is tto be terminafed, the owner is respor:sibie for
Obtaining and imp!e:,antng a ciesure p.an to e!ir ireie the possibility or a
Folfutant discharge.
Sludge Removal:
Pate or lagoon s!udge buildup Can be resuced by:

Po_s:ble Causes of I acoon Failure
Ia the Cn;)!2 nec .,7r a'a_a tt' si _t': ii: Si.. �u '=•a •-�.
Or rZl l!.'f=s !^.CIC,Ic lec�c :I':"C Jepw [ ,LJ " "i i. '•.1•� .. T!
+ F- h n3 v.ICT :�• ii•.: c?, a\'2'.'.7^. N'c, and
�G,'�. i'l]]e'r.. �[� � roper C?JI g7 2''rl� .. :.JLvul'�^ �r41j.'.fu• r- r!•10V•`•:r.: i"4. 4'il�. �. '..
saie4!r hems wh;Ch may i63d :.. ::? �_f?c II:�i:SC •?:
Of tl' e la Icon s: ,.. •-2.'. _';2'1� F - �:=.'.?2ri _f a ^i�=_
:ntnaCB:`?'n'i:no probe: des-,n._
dEil$n be'ore pla6ne a`—, I;tea_ inm7G.
_apon liquid le•:eis—l�lo:•1 !?ve!s are c Ks'
rd!ilirA to II'sps—C and ma;..2in trig Cn.T..
Li[^ rho
Mel Int erf''—•r rote" "3^1 ini?t pipe scoL'rif%e, IZT2es
re.'r1C'.''al, n.' rup ture :10:r;7 iOWeri^' 'a Con lr :FIB ieVpl �'i 1Y 'c•
,able,
NOTE: tF lagoon water is allowed to overtop the darn, the mevi-g water will soon cause
guiiies to form in the dam. Once tlis dama;e starts, It car) qu-ickIv Ca_'se a lar ge discharge
ot, War awater and possible dam Failure.

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL R WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592=7161
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or• leave your property to
consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are-
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further 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. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
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 sump or ditch to catch all seepage, put in a
submersible pump, and pump back into 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 professional evaluate the condition of the side
walls and the lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water- wells in danger (either on or off of
the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWO (Division of
Water (2uality) regional office, at 910-486-1541, after
hours, emergency numberel-800-858-0368. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND 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) Emergency Management Services at
910-592-8996.
c. Instri.tct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(NRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
4. If none of the above works call 911.or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

S. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name: (AR�tStH Co A,r&ALTe Peg
b. Contractors Address: _AUTw t1iLi
c. Contractors phone: 9ro- 4B5- 3Lo7
6. Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc.)
a. Name: QWQXLENm Cwr-rav
b. phone: 910.592- 'V776 C-KT.zf
7. Implement procedures as advised by UWQl 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.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

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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
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106.403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
© Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a ❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a 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.
Signature of Farm Owner/Manager Date
"4-7. e-, z�
Signature of Technical Specialist Date

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Sheet?
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
285 feet
Lane Spacings
CALCULATIONS
* Reflects a 10% reduction from chart
Desired Spacing (%):
70 %
Design Spacing(feet):
199.5 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
70 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.42 in/hr
300 degree arc =
0.50 in/hr 330 degree arc = 0.46 in/hr
220 degree arc =
0.69 in/hr
180 degree arc =
0.84 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 4.33 ft/min
220 degree arc = 5.78 ft/min
180 degree arc = 7.22 ft/min
Mainline Velocity
360 degree arc = 3.61 fUmin
330 degree arc = 3.94 fUmin
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 5.74 ft/sec.
Page 1

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1
WASTE MANAGEMENT SYSTEM
FOR
ANTHONY TYNDALL
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR:ANTHONY TYNDALL
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL
RESOURCES EVIDENT?
Yes
NO X
DESIGN REQUIREMENT:
143,97
---------
cu.ft
=5,311
---------
cu.yds.
ESTIMATE
OF
EXCAVATION:
135,837
cu.ft
=5,031
cu.yds.
ESTIMATE
OF
PAD:
94,365
cu.ft
=3,495
cu.yds.
ESTIMATE
OF
DIKE:
20,682
cu.ft
= 766
cu.yds.
ESTIMATE
OF
MATERIAL FOR
---------
SANDY -CLAY
LINER:
---------
= 0
cu.yds
ESTIMATE
OF
TOPSOIL REQUIRED:
= 0
cu.yds.
Ratio
1.2 : 1
---
Total Excavation
=5,013
cu.yds.
Job Class Designed By:
Date
Design Approval ►L/�� �� I9 V_ 9�

UNITED STATES
DEPARTMENT OF
AGRICULTURE
---------------------
SOIL
CONSERVATION
SERVICE
--------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERALINFORMATION
NAME ''
- ---- --` a - a- l 1 C_
------------------------
------------------------
TELEPHONE-------------------
LOCATIONJ` "3=
J
-------------------
SIZE OPERATION- qD-U
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NOk -
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES!---- NO= ---
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO'/
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO'- L
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

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

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES- /
NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED.BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES --- NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE
ONLY IF SOIL INVESTIGATION
ONSITE?
IS A CORE TRENCH REQUIRED?
{Attach soil investigation sheet to
YES ---I,/ -
YES------ NO ---
YES------ NO------
QUESTIONABLE-----
YES------ NO ---
site evaluation.)
SITE APPROVED YES-'­�-- NO------ CONDITIONAL --------
o
COMMENTS -
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED. t'
SIGNATURES -- l "=�== ---- DATE y a�- L-
Page

Dperator:Anthony Tyndall County: Sampson Date: 08/01/94
Distance to nearest residence (other than owner): 1400.0 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
0
head
(finishing
only)
x
135
lbs. =
0
lbs
0
sows
(farrow
to
wean)
x
433
lbs. =
0
lbs
3040
head
(wean to
feeder)
x
30
lbs. =
91200
lbs
Describe other
:
0
Total Average Live Weight = 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
91200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment
Volume(CF)✓lb. ALW = 1 CF/lb. ALW
Volume =
91200 cubic feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove
Sludge
Volume =
0.0 cubic feet As Needed
4. TOTAL DESIGNED
VOLUME
Inside top
length (feet)--------------------- 190.0
Inside top
width (feet)---------------------- 135.0
Top of dike
elevation (feet)----------------- 47.5
Bottom of
lagoon elevation (feet)------------ 36.5
Freeboard
(feet)----------------------------- 1.0
Side slopes
(inside lagoon)------------------ 3.0 1
Total design
volume using prismoidal formula
SS/END1
SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0
3.0 3.0 3.0 184.0 129.0
10.0
AREA OF TOP
LENGTH *
WIDTH =
184.0
129.0 23736 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
124.0 69.0 8556 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
154.0 99.0 60984 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23736.0 60984.0 8556.0 1.7
Total Designed Volume Available = 155460 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 135.0 25650.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 166592 gals. or 22271.7 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 = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
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 = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14962.5 cubic feet

5D
A
7
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14962.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22272
cubic
feet
5B.
0
cubic
feet
5C.
14963
cubic
feet
5D.
14963
cubic
feet
TOTAL 52197 cubic feet
SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
190.0
feet"
Inside top width____________________________>
135.0
feet
Top of dike elevation_______________________>
47.5
feet
Bottom of lagoon elevation__________________>
36.5
feet
Total required volume_______________________>
143397
cu. ft.
Actual design volume________________________>
155460
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.0
feet
Stop pumping elev.__________________________>
4�0
feet
Must be > or = to the SHWT elev.====______>
44.0
feet
Must be > or = to min. req. treatment el.=>
42.5
feet
Required minimum treatment volume=====______>
91200
cu. ft.
Volume at stop pumping elevation=====_______>
101801
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==>
140498
cu. ft.
Volume at start pumping elevation=====______>
139301
cu. ft.
Required volume to be pumped________________>
37234
cu. ft.
Actual volume planned to be pumped=====_____>
37500
cu. ft.
Min. thickness of soil liner when required=�(=>I
1.6
feet
DESIGNED BY: Lanier & Houston CHECKED BY: rnO'l/
DATE: Cal 1`1LI DATE: / �'
Aj
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
*

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 45.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 37205 cubic feet or
278293 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 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 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When 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: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 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
60.0 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
0.0 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:
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 BAHIAGRASS IS ESTABLISHED.

09-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Anthony 'Tyn.cl t 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
*******************************************************************************
Bot
Width
Left Right Off-CL
SS
SS
(ft)
3:1
3:1
48.0
3:1
3:1
48.0
3:1
3:1
48.0
Lagoon Excavatii
CL
Dist
Sta
(ft)
i
118+.9
81
2+00
71
1 270+.8
)n Quanities
** EXCAVATION **
Area Volume
(SgFt) (Cu.Yds)
916.9
2700.9
881.5
5031.4
896.1
** FILL **
Area Volume
(SgFt) (Cu.Yds)
0.0
0.0
0.0
0.0
M 1

OFIRB 2/15/88
Designer
Date
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Anthony a7V rid.a 1 1
in
Sampson County, North Carolina
Lanier & Houston Checker
08/01/94 Date
Lagoon Excavation Profile
TEMPLATE DATA:
Beginning Elevation = 36.5
Beginning Station = 4+00
4+00 to 4+00 c\3cll24/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 46.1 100.0 / 46.0 200.0 / 45.6 300.0 / 45.7 335.0 / 45.6

OK -IRK 2/I5/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Anthony 'Tyncia.l 1
in
Sampson County, North Carolina
Designer : Lanier 5 Houston Checker
Date : 08/01/94 Date
Lagoon Excavation Quanities
TEMPLATE DATA:
Beginning Elevation = 36.5
Beginning Station = 118+.9
118+.9 to 270+.8 c\3c169/3
SECTION NUMBER 1
Centerline Station 118+.9
ORIGINAL DATA:
0.0 / 46.0 100.0 / 45.9 200.0 / 45.9
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.7 100.0 / 45.6 200.0 / 45.8
SECTION NUMBER 3
Centerline Station 270+.8
ORIGINAL DATA:
0.0 / 45.9 100.0 / 45.7 200.0 / 45.8
0.00000 ft/ft

OR -IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Anthoxny
Tynda 1
1
in
Sampson
County, North Carolina
Designer
: Lanier &
Houston
Checker
Date
: 08/01/94
Date
*******************************************************************************
Dike Fill Quanities
** EXCAVATION **
;
**
FILL **
Top
Left
Right
Off-CL ;
CL Dist ; Area
Volume
;
Area
Volume
Width
SS
SS
(ft)
Sta (ft) ; (SgFt)
(Cu.Yds)
;
(SgFt)
(Cu.Yds)
12
3:1
3:1
50.0
0+00 ; 0.0
;
31.0
152 ;
0.0
;
176.1
12
3:1
3:1
90.0 ;
1+52 0.0
;
31.5
187 ;
0.0
;
394.4
12
3:1
3:1
85.0 ;
3+39 ; 0.0
;
31.5
197 ;
0.0
;
599.3
12
3:1
3:1
100.0 ;
5+36 ; 0.0
;
24.7
162 ;
0.0
766.5
12
3:1
3:1
50.0
6+98 0.0
31.0

09-IRK 2/15188
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Arxthoriy 'Tyric"ia 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
Dike Fill Quanities
TEMPLATE DATA:
Beginning Elevation = 47.5
Beginning Station = 0+00
0+00 to 6+98 d/3c112\3
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45.-6 100.0 / 45.8
SECTION NUMBER 2
Centerline Station 1+52
ORIGINAL DATA:
0.0 / 45.6 100.0 / 45.7 135.0 / 45.6
SECTION NUMBER 3
Centerline Station 3+39
ORIGINAL DATA:
0.0 / 45.6 100.0 / 45.7 200.0 / 46.0
SECTION NUMBER 4
Centerline Station 5+36
ORIGINAL DATA:
0.0 / 45.6 100.0 / 46.0 200.0 / 46.1
0.00000 ft/ft
SECTION NUMBER 5
Centerline Station 6+98
/1T T(.T f1TT T1TTT .

Dike Fill Quanities (continued) 08/01/94
0.0 / 45.6 100.0 / 45.8
page 2

08-IBM 2115/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Anthony Tyrncia 1
1
in
Sampson County, North Carolina
Designer
: Lanier 5 Houston
Checker
Date
: 08/01/94
Date
Pad Fill Quanities
** EXCAVATION **
**
FILL **
Top
Left Right
Off-CL CL Dist ; Area
Volume
;
Area
Volume
Width
SS SS
(ft) ; Sta (ft) (SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
i
160
5:1 5:1
85.0 ; 0+00 ; 0.0
;
361.1
100 ;
0.0
1372.9
160
5:1 5:1
85.0 1+00 ; 0.0
380.3
100
0.0
;
3033.9
160
5:1 5:1
85.0 ; 2+00 ; 0.0
;
516.6
40 ;
0.0
;
3495.0
160
5:1 5:1
85.0 2+40 0.0
105.8

OM-IHM 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
An.thcaxny 'Tyricda 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
Pad Fill Quanities
TEMPLATE DATA:
Beginning Elevation = 48
Beginning Station = 0+00
0+00 to +30
d/5cll60\5
0.00000
ft/ft
+30 to 1+50
d/5cll60\5
0.00380
ft/ft
1+50 to 2+40
d/5cll60\5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45.6 100.0 / 46.1
200.0 / 45.7
300.0 / 46.0
340.0 / 45.5
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 46.2 100.0 / 46.1 200.0 / 46.0 300.0 / 46.0 345.0 / 45.3
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.3 100.0 / 45.5 200.0 / 45.5 300.0 / 45.5 350.0 / 45.2
65.0 / 45.5 250.0 / 45.5
SECTION NUMBER 4
Centerline Station 2+40
ORIGINAL DATA:
0.0 / 45.5 100.0 / 48.0 200.0 / 48.0 300.0 / 46.5 350.0 / 45.2
c v n , A C O

PLAN OF EXCAVATED WASTE STORAGE PIT
Iit0 �A
County:
--r
Address:
\ EI OE SLOPE 3. TC I
W
'• `\ �� ��l 5 AYE. 10► ELEV.
Avg. [odor ELEV. /
L ENC1B I
/2y!
(S" boct for whir crlwlcticm)
J
Use of facility:
Capacity: Gafllons Pt3
Soil Type:
Bench Mark Descr pt on
Bottom
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest M
Max.Flov Depth
Freeboard
Top of Dam
Elev.
Elev.
(+) Ft.
Elev.
M fo Ft.
M
Elev. �, 5
l

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1002
no

NAME: ANTHONY TYNDALL
COUNTY: SAMPSON
[YPE OPERATION: 3040 WEAN-FFEDER
`
TCTAL
REQUIRED VOLUME
* TOTAL
DESIGN
'
VOLUME AVAILABLE
ESTIMATED.
^
\/OiUME
OF
LAGOON EXCAVATION
VOLUME
OF
PAD EXCAVATION
VOLVMF
OF
CLAY LINER!
TOTAL EXCAVATION -
VOLUME OF PAD FILL
VOLJME OF DAm
143859 CJFT
_... ... ... __
253188 CU FT
-----------
6636 CU YDS
C rV YDS
_... .... ..... ____
74 CU YDS
6710 CU YDS
4735 CU YDK3
...... ... _
1730 CU Y[}S
* THE DESIGN IS LARGER THAIN JUS NEEDED BECAUSE OF THE
NEED FOR ADDITIONAL MATERIAL FOR PAD AND E�1BANK��ENT'

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ANTHONY TYNDALL COuntysAM ON
Community or Group No. Conservation Plan No._
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est.,Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements Above :Floodwater Above
Flnnd Plain: Flood Plain
Ft. Ft. % Ft. Ft.
i
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT ENDANGER LIFE
OR DAMAGE PUBLIC TRANSPORTATION. THE LAGOON WILL BE LOCATED IN A_RURAL AREA.
APPROX. 30001 FROM SR 1006 AND APPROX. 1400T FROM JONES SWAMP.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) "
Dam Classification (I, II, III, IV, V)
By HERMAN RIGGS
name (title)
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 8/1o/93
Date

II
14149
91
i
150
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f�
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0
143
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o. BR l33
:.Cem 146 i
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t
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del
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t jj ryZr � \ r
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J /x� i 97 f'��4 f ,•V ' t rr . �.� �1Mr�� ,l! ""�,..._.,._ _ i �Fp
4}Ir?sy Yt /i C 'r !r r i4} .{ , r+ry ♦ r r" - ---) ,r 1 �ifia''+
`! fbsr / / � :fir t .S /> ¢ � �. �� Y , i•1 R
Y,
£_3v � Ate.? i�'�� 9..�../ . ;' ,.. ! • r... _
U.S. DEPARTMENT OF AGRICULTURE
'. SOIL CONSERVATION SERVICE scs-A-16
2 -81
CONSERVATION PLAN MAP
Owner_AnTNan TVnDPLL
Y Operator 1 i'
/a�� County SA on State f1C Date E 2J93
� j{ Approximate acres Approximate scale
;* 0��j Cooperating with Conservation District 1f
I Plan identification Photo number
TAssisted by USDA Soil Conservation Service

SCS-EI4G-518 U. S. DEPARTMENT OF AGRICULTURE
Re, 5.70 SOIL CONSERVATION SERVICE
snu INVFSTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME nY any ";n'�F:�c. DISTRICT EAfn.Pson
DATE COUNTY 12Ar" 2 r
S. C. S. PHOTO SHEET NO. WORK UNIT "--'n?;i r,
WATERSHED AREA MEASUREMENTS
CROPLAND— ACRES PASTURE— ACRES l-lovJfr�;� H�aSE� _
WOODLAND —ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE-(Approx. scale 1"-_feet)
Locate rek,mc, Point +n center line of dam and Identity on sketch.
i
so
I
x
it
+1
SHOW
DEPTH
BORING NUMBER AND PROFILE
Make and Ilst dam -site and spillway borings Unit - (Am Pandd area and borrow pit borings - scoaraM with vertical red fine.
(Continued on bock when necessary) Shwa Wald table elevations on dam -site borings.
SCALE
1
2
3
11 4
5
6
1 7
11 8
9
110111111121113
14 1
15
16
17
118
119 1120
21
1 22
1128
Sm
Sh1
6fA
Si!I
SPA
Srv,
anti
z -3
Sr
Sri
Se�
C
`7
,
-
8L•
crt
SC
S1
GC.
CG
Sr
_S
5C.
ccr)
5G
Sr_
S _
SG
�G
SG
$cam
5C
G
C
c
- -
SCiL
L
C L
;Sr,
S",
G-
r"G
EACeBORING9 MADE BY SIGNATURE h TITLE"j!'-'J.`( .

Operator:ANTHCNY TYNDALL County: SAMPSON
Distance to nearest residence (other than owner):
Date: 07/26/73
1400"0 feet
1, STEADY STATE LIVE WEIGHT
0 sows (farrow to finish)
x 1417
lbs.
0
lbs
0 sows (farrow to feeder)
x 522
lbs.
= O
)bs
0 head (finishing only)
x 135
lbs,
= C
lK.;
0 sows (farrow to wean)
x 433
lbs,
= 0
10s
3040 head (wean to feeder)
x 30
lbs'
91200
lbs
TOTAL STEADY STATE
LIVE WEIGHT
(SSLW)
91200
lbs
2, MINIMUM RECL|lRED TREATMETT VOLUME
OF LAGOON
Volume = 91200 \bs, SSLW
x Treatment
Yolume(CF>/lb,
SKIN
Treatment Volume|CF>/lb. SSLW�
1 CF/lb,
SSLW
Volume = 71200 cubic feet
3, STORAGE VOLoFIE FOR SLEDGE ACCUMULATION
Volume = 0,0 cubic feet SLA/DGF ACCUMULATION NOT COMPUTED
AT OWNERS REQUFST, REMOVE SLUDGE
4" TOTAL DESIGN VOLUME AS NEEDED.:
Inside top length 200`0 feet ; inside top width 130,0 feet
Top of dike at elevation 51,2 feet
Freeboard 1`0 feet ; Side slopes 3`0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50`2 feet
Bottom of lagoon elevation 41.2feet
Seasonal high water table elevation 47,5 feet
Total design volume "sing prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/BlDE2 LENGTH WIDTH nEPTK.,
3.0 3,0 3.0 3.0 194,0 124,0 7.00
AREA OF TOP
LENGTH x WIDTH �
194`0 124`0
AREA OF BOTTOM
LENGTH xx WIDTH �
140.0 70,0
24056 (AREA OF TOP)
9800 (AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH *
4
167,0
97,0
64796 (AREA
OF MIDSECTION * 4)
CI, FT,
= [AREA TOP
+ K*APEA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
24056,0
61796.0
9800.0 1.5
VOLUME OF
LAGOON AT
TOTAL DESIGN LIQUID LEVEL
= 147978 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area -
Lagoon (top of dike)
Length X Width =
200 130 26000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 26000 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 91200 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 22326 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 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 Inches X DA / 12 inches per foot
Volume = 15166.667 Cubic feet
D. Volume of 25 year — 24 hour storin
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 15167 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22326
Cubic
feet
5B.
0
Cubic
feet
5C.
15167
Cubic
feet
5D.
15167
Cubic
feet
TOTAL 52659 Cubic feet

5D' Volume of 25 year - 24 hour storm
inches / 12 inches per foot * DA
Volume = 15166.7 cubic feet
��TAL REQi!�.ED �EMPnRARY ST��AGE
22�2� cubic feet
cujic feet
cubic Pt
5�, 151��7 rub�c feet
TOTAL 526s9 cubic fept
�otal required volune 143857 cubic feet
Tota) design �olAme evail_ 11777C cubic fe-t
Min, re�, treat�ent volume plus s�uIge ecc"m"lation 9120� cubic ft
At ele`/, �7.6 feet ; :olume is 9��7� ru��c feet (en� pumpin�>
Total �esign volume �ess 2�yr-24hr storn js 132811 cebic feet
At ele��, I9,".5t feeV�leme is 131�02 r�bic fee� (start pusp����
��easonal �igteble elevation 47"5 feet ^
7, DESIG��D C BY
/���
/'~^
�
.�OTF: SFF ATTArHED �4STE UTILIZA�I!N PLA�
COMME�TS:

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHI,A GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER, 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12.0 LBS. HULLED BERMUDA GRASS @ B LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER, TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED 'THAT 5
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

O�'Vpr'i.44
��S Department of ���riculture
rrnservatiop Service
CROSS-SECTIO� D4TA
T7TY CALCULATI�@S
prepared for
�������� 1.1 K Al 12��
SAMPSOm C""rty,
North
�erolina
gesigrer :
GLENN
CLIFTnN
Checker
O7/26/9�
�ate
Job Num�er
�O7
**���********��***��*�*����*��***���*��**���*�***����******��*********�
LAGOpN FXCAV4TIOm
TEMPLATE DATA:
ing Elevatior
�eqinninO 4.or
=
A.
1+2� t� 2+OO
C\3CL1�4/3
000()00
ft/ft
C�3Ci!1
0,00O0O
ft�ft
��E�T7�� mUM8ER 1
Centerline Sta+ir�
�+20
ORIGINAL DATA:
20O`C
SECTION ��UMBER 2
Cerlterlne Station
2+00
CRI�7��AL DATA:
2? j / 49'1
300.�
/ 43,2
4�O`O
� �8"1
500.0
/ 49,0
SEC�ION �UMk3EF 3
Centerline Station
2+81
CRIGINAL D4T�:
300`O
/ 48,2
�()0.0
/ 49
49,4

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
M TNT -T- i-1 M w"I"al -7 me, TNT 1:1621o_1-.-
in
S. County, North Carolina
Designer
: GLENN CLIFTON
Date
: 07/26/9:3
Date
Job Number
007
LAGOON EXCAVATION
' *� EXCAVATION ** '
/ '
** FILL
**
Bot
Left Right
Off-CL | CL Dist | Area
Volume |
Area
Volume
Width
SS SS
(ft) | Sta (it) | (SqFt)
(Cu,Yds) 1 (SqFt)
(Cu'Yds)
114
3:1 An
. .
310`0 | 1+20 | 1053'4
.
|
0,0
' �0 '
/ /
3197,1
114
3:1 321
310,0 | 2+00 | 1104,6
' 81
6636,4
114
3:1 3:1
310,0 | 2+31 | 11BS,2
|
0`0

DEPARTMt.:NT OF W-IRrCULTURE lNC-ENG-12
Soil Conservation Service Rev. 6/92
EARTHWORK COMPUTATION SHEET
NAME : ANTHO@Y TYND4LL
SETTLED TOP DIKE ELEVATION 51,2
TYPE EARTHWORK:
X Dike
SS
12'_Top:
Excav:
Pacl
_3:1_
_
___ ___
SUM OF
DISTANCE
[)OUnW
STATION
FiEV`
FILL
END AREA
GROUND
HFIGHT
(Sq. Ft.)
END 4PF4q
(feet)
VOLUME
___ _
... .... _______________,________________________
_..... ... .....
____________
47'8
-------
3,4
75,18
e
3.1
66.03
111"51
106.00
1500C
106
48`1
212
49,0
2"2
40"92
106.95
106,00
11337
354
48`2
3.0
63.00
103,92
142,00
14757
460
48,2
3'0
63,00
126.00
106.00
13356
3.2
69.12
132.12
106,00
14005
566
48,0
708
47.8
3"4
75,48
114"60
142,00
2053::!;
.............. ______
708W0 88987
1, Double
Volume of Fill
=
44493,7
Cu,
Ft.
2. Volume;
of fill (lire 1/27)
=
1647.9
Cu'
Yd.
3, Allowance
for settlement(5%)
=
92,4
Cu.
Yd=
4` Total Cubic
Yds (2 + 3))
1730,3
Cu.
Yd.
Computed by:
GLENN CLIF
1- 01\1
Date:
07/26/93
Checked by:

U� �e�ar�m��t of Agriru�tvre
Sc;il ComservatiLwn Service
CROCTIOm DATA
U]�ANTITY C4LCULATIONS
irepared f"r
i�
SAM7SON County, ��rth Carolina
Cesigner : GL�NN �LI�T[}N ��ecter
1Dat9/93 �ate
Jn� @�m�er C13
*********�*�*��*
PAD F�LL
TEM�LA�� DATA:
Beginni�g Elevatior � sl.9�
Beginning Station 71
+71 to 1+20 �/4CL170\4 0.00o0� ft/ft
1+20 to 2+0O �/4CL170\4 -`00250 f�/ft
2D/4C L'i70\4 -,0025C f�/f�
2+30 to 2+65 D/4[�L17�\1 12,0�C()C ft/ft
SEC iION MUMT.ER 1
C�rterline Stati"n +�2
O���IN0L DATA:
50-C / 8 1C�.O / A82 47,7
�errer��re zi r if Zv
O�IGI�AL gA��:
SECT�ON ��M9ER 3
Center�in� S+atior 2+0O
pRIGIN4� P�TA:
2000
SECTIC, mUMBE� �
Centerline Stati��n 2+3C
�R[GINAL gATA:
48.(> 2O11.0 / 48.1 30O,O / 48`0 4O00 / 483

PAD FTLL (crrtinuea} 09/0... /.... 3
pa�e 2
SECTInN L.MIJ E.R �
Cer�erline Stetion 2+�5
O�I"IN4L DAT":

Cld-YprL` f
US Departmen� of Apiriculture
�oil C"nserv�ti�n 9ervire
PLANNED
ONTITY �#LCUiAT�3�S
prepared for
in
SAMPSON
Coe�ty, �orth �arolina
�}esig�er
: GLE�� CLIFT�m
Chec�er
Date
: O8/09/93
Date
Joh mu"ober 013
**AK*
""K***
***FX*
PAD �IL�
' ** EXCAVAT�g�FILL
'
F,�
TQr7
Left ht
OfF -CL |
L. Cis� | 4r�a
��le�e
|
4rea
Y�le�oe
^!i1: t�
SS ��S
(ft) |
Sta |ft) | (���Fti (Cu`Y�s>
|
(S�Ft)
(��`Y�s)
.
.
.
l720"�
720C
`
2
74.8
0,u |
1735,I
2+65

U. S. oE►ARTRERT Or AGRICULTURE
Solt Con"rvatim Service
RC•ENG-<G
Rw. 7/91
K
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: An-rHony _r4nDALL. Date: 8/9/93
County: $AMVSon
Address:
Use of fa
Capacity:
Soil Typo
Bench Mar
,20' WE'ST of Coane2 .zn DiTcr/ 3.on K..
sl of sus e , 3" To 1
1.2.. AVE. TOP ELEY.
\ f I
RCTM /Y6'
Mw back for votum caLaAation )
/(0+4 Ala
4
Bottom -
Elev.
`ti I. L
Normal Liguid Level
Slev.
45.5
Storage for normal Precip.
(+)
Ft.
Maximum Liquid Level
Elev.
49.S
25 yr. Storm Storage
(+)
,'7
Ft.
Crest WN
Elev.
Max.Flow Depth
(+)
-
Ft.
Froeboard
(+)
1,o
Ft.
Top of Dam
Elev.
gi,z
-FIB"
_15LEV.
Stl• O
7HE -DESIGn I.S LARGEEk THAn IS neeh E�
$QGAVSE
cF THe.
✓)e&.b
Foe mope nA ATe­g d L FOP_ THE PA] An4
Crh&AnkHEn7.

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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each 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 on the elevation to begin pumping, a
permanent marker- must be installed on this elevation to
indicate when pumping should begin. An elevation roust be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended the the treatment lagoon be pre —
charged to 1f2 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 pre —
charging is completed, 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 B) before land application.

3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 49.50 as marked by permanent markers. Stop pump —out
when the fluid level reaches elevation 47.60 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 37492 cubic feet or 280443 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1: inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent.
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
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.
NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut—off Trench:
A cut—off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and sarthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps—foot roller
-
during placement. The embankment of the la.goon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one 0 ) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.—CL,SC,CW). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

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Attachment B
?age 1 of 3
North Carolina Agricultural Extension Service
.Agri -Waste Management
• . to •• r-
James C. Barker*
I. SASPI CCLLE=05
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of m-TM•re from
different loearicas using ua m<etal/ic Collar -cars..
ii. From storage
a. Collect about 2 lbs of =am=* from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Maamre Slurry
IIader-slotted-floor pit
a. Extend a 1/29 nonmetallic conduit open on both ends into
manure to pit Moor.
b. Seal-apper and of conduit (a.g., by placing a thumb over and
of conduit) Wapping manure that has entered lover and, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsample-s from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
a
U. Exter€or storage basin or tank
a. Make sure manure bas been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manura spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.

Attachment B
Page 3 of 3
ZI. -AMPLZ PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in icg, refrigerate, freeze, or transfer to lab quickly.
C. Band -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i, AFL Eastern Agricultural lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611 5
Ph: [phone]
Attn: Dr. Ray Campbell
U. Forward-'$4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
broolerhouse, grower, number flocks grown on litter; etc.)
R
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, Fe R,Ca, Mg. a,
S
v. Additional analyses performed upon request: DM. MO, Cd. NJ, Pb